Open source finite element program for structural analysis. More...

Classes
class	Actor
	Remote object associated with a shadow (local) object. More...

struct	ActorMethod
	Wrapper for pointers to methods of the Actor class. More...

class	ActorPetscSOE
	??. More...

class	ActorSubdomain

class	AdkZhangMeritFunctionCheck

class	AggregatorAdditions
	pointers to UniaxialMaterial with the degree of freedom associated to each of them (used in SectionAggregator). More...

class	AlgorithmIncrements
	AlgorithmIncrements will display the X and B in the SOE associated with the algorithm on a record. More...

class	AlphaBaseMachineBroker
	DEC Alpha machine broker? More...

class	AlphaMachineBroker

class	AlphaOS
	AlphaOS is an algorithmic class for performing a transient analysis using the Alpha-Operator-Splitting integration scheme. More...

class	AlphaOSBase
	AlphaOSBase is an algorithmic class for performing a transient analysis using the Alpha-Operator-Splitting integration scheme. More...

class	AlphaOSGeneralized
	AlphaOSGeneralized is an algorithmic class for performing a transient analysis using the generalized Alpha-Operator-Splitting integration scheme. More...

class	Analysis
	Base class for the object that perform the analysis. More...

class	AnalysisAggregation
	Solution procedure for the finite element problem. More...

class	AnalysisAggregationMap
	Solution methods container. More...

class	AnalysisModel
	Container for FE_Element and DOF_Group objects created by the constraint handler. More...

class	ArcLengthBase
	Base class for the arc-length integrators family. More...

class	ArmijoStepSizeRule

class	ArpackSOE
	Arpack++ based system of equations. More...

class	ArrayCommMetaData
	Data about the position, size, ... More...

class	ArrayGraph
	Graph that uses an array to store its vertices. More...

class	ArrayOfTaggedObjects
	ArrayOfTaggedObjects is a storage class. More...

class	ArrayOfTaggedObjectsIter

class	ArrayVertexIter
	ArrayVertexIter is an iter for returning the vertices of an object of class ArrayGraph. More...

class	Attalla2D
	Atalla 2D yield surface. More...

class	AuxMatrix

class	Axis
	Base class for 1D entities in section definition. More...

class	BandArpackppSOE
	Arpack++ based band matrix eigenvalue SOE solver. More...

class	BandArpackppSolver
	Arpack++ based band matrix eigenproblem solver. More...

class	BandArpackSOE
	BandArpackSOE is a subclass of ArpackSOE. More...

class	BandArpackSolver
	Arpack solver for banded matrices. More...

class	BandGenLinLapackSolver
	Lapack based band general matrix SOE solver. More...

class	BandGenLinSOE
	Uses the LAPACK storage scheme to store the components of the A matrix, which is a banded unsymmetric matrix. More...

class	BandGenLinSolver
	Base class for band general linear SOE solvers. More...

class	BandSPDLinLapackSolver
	Lapack based band matrix linear SOE solver. More...

class	BandSPDLinSOE
	Base class for band matrix system of equations. More...

class	BandSPDLinSolver
	Solver for band matrix linear systems of equations. More...

class	BandSPDLinThreadSolver
	Solves the BandSPDLinSOE in parallel using solaris threads. More...

class	BarSlipMaterial
	The file generates the 4 point envelope for both positive and negative loading and is basically a wrapper for the Pinching4 material at it's outset. More...

class	BaseControl
	Base class for load and displacement control static integrators . More...

class	BaseElasticSection
	Base class for cross sections with linear elastic material. More...

class	BaseElasticSection2d
	Base class for cross sections with linear elastic material on a bi-dimensional problem (3 DOFs on each section). More...

class	BaseElasticSection3d
	Base class for cross sections with linear elastic material on a three-dimensional problem (6 DOFs on each section). More...

class	BaseNumberer
	Base class for DOF numberers. More...

class	BasicGFunEvaluator

class	BbarBrick
	Hexaedro. More...

class	beam2d
	2D beam element. More...

class	beam2d02
	2D beam 02 element. More...

class	beam2d03
	2D 03 beam element. More...

class	beam2d04
	2D beam element 04. More...

class	Beam2dPointLoad
	Punctual load over 2D beam elements. More...

class	Beam2dUniformLoad
	Uniform load over 2D beam elements. More...

class	beam3d01
	01 3D beam element. More...

class	beam3d02
	02 3D bar element. More...

class	beam3dBase
	Base class for 3D beam elements. More...

class	Beam3dPointLoad
	Punctual load over 3D beams. More...

class	Beam3dUniformLoad
	Uniform load over 3D beams. More...

class	BeamColumnJoint2d
	2D beam column joint. More...

class	BeamColumnJoint3d
	3D beam-column joint element. More...

class	BeamColumnJointPhysicalProperties
	Physical properties for shells. More...

class	BeamColumnWithSectionFD
	Beam-column element with PrismaticBarCrossSection material. More...

class	BeamColumnWithSectionFDTrf2d
	2D beam element with SectionForceDeformation type material. More...

class	BeamColumnWithSectionFDTrf3d
	3D beam colun element with PrismaticBarCrossSection material type. More...

class	BeamFiberMaterial
	BeamFiberMaterial class is a wrapper class that performs static condensation on a three-dimensional material model to give the 11, 12, and 13 stress components which can then be integrated over an area to model a shear flexible 3D beam. More...

class	BeamIntegration
	Base class for integration on beam elements. More...

class	BeamIntegratorHandler
	Beam integrators handler. More...

class	BeamLoad
	Load over beam elements. More...

class	BeamMecLoad
	Mechanical loads (forces) over beam elements. More...

class	BeamPointLoad
	Punctual load over beam elements. More...

class	BeamStrainLoad
	Load due to restricted material expansion or contraction on beam elements. More...

class	BeamUniformLoad
	Uniform load over beam elements. More...

class	BeamWithHinges2d
	2D beam with hinges in both ends. More...

class	BeamWithHinges3d
	3D beam with hinges in both ends. More...

class	BerkeleyDbDatastore

class	BetaRV

class	BFBRoydenBase
	?? More...

class	BFGS
	?? More...

class	BidimLoad
	Load over bidimensional elements. More...

class	BidimMecLoad
	Mechanical load (forces) over bidimensional elements. More...

class	BidimStrainLoad
	Load due to restricted material expansion or contraction on bidimensional elements. More...

class	Bidirectional
	?? More...

class	Bilinear
	??. More...

class	BilinearCyclic
	??. More...

class	BisectionLineSearch
	Bisection line search solution algorithm. More...

class	BJmatrix

class	BJtensor

class	BJvector

class	BkStressLimSurface2D
	??. More...

class	Block
	Six-faced body. More...

class	Body
	Six-faced solid. More...

class	BodyForces
	Body forces over an element. More...

class	BodyForces2D
	Body forces over an element. More...

class	BodyForces3D
	Body forces over an element. More...

class	BodyMap
	Body container. More...

class	BoucWenMaterial
	??. More...

class	BoundaryCondHandler
	Constraint cration tools. More...

class	BoundingSurface2D
	Bounding 2D yield surface. More...

class	Brick
	Eight node exahedron. More...

class	BrickBase
	Base class for hexahedra. More...

class	BrickSelfWeight
	Hexahedron self weight. More...

class	BrickUP
	Eight node exahedron. More...

class	BrokedPtrCommMetaData
	Data to transmit for a pointer «broked». More...

class	Broyden
	Algoritmo de Broyden. More...

class	CableMaterial
	CableMaterial provides the abstraction of an elastic uniaxial material, the input parameters are the Prestress, E, Effective Self Weight (gravity component of Weight per volume transverse to the cable), and Length of the cable. More...

class	CAMPotentialSurface
	??. More...

class	CAMYieldSurface
	??. More...

class	CartesianReferenceFrame3d
	Three-dimensional reference system. More...

class	Cell
	Base class for cells (cross-section discretization). More...

class	CentralDifferenceAlternative
	CentralDifferenceAlternative is an algorithmic class for performing a transient analysis using the alternative form of the Central Differenceintegration scheme, which is an explicit direct integration scheme as outlined in the book 'Concepts and Applications of Finite Element Analysis' by Cook, Malkus & Plesha. More...

class	CentralDifferenceBase
	Approximates velocity and acceleration by centered finite differences of displacement. More...

class	CentralDifferenceNoDamping
	CentralDifferenceNoDamping is an algorithmic class for performing a transient analysis using the Central Difference Scheme as implemented in Dyna. More...

class	CFactorSeries
	Base class for constant factor time series. More...

class	Channel
	Channel is an abstract base class which defines the channel interface. More...

class	ChannelAddress

class	ChannelQueue
	Data about the postion, size,... More...

class	ChiSquareRV

class	CircReinfLayer
	Arc of a circle shaped reinforcement layer. More...

class	CircularArc
	Circumference arc. More...

class	CircularSectRegion
	Circular shaped patch. More...

class	ClosedTriangleMesh
	@ingroup MATSCCDiagInt More...

class	Clough
	??. More...

class	CloughDamage
	??. More...

class	CmbEdge
	Compound line. More...

class	Collocation
	Collocation is an algorithmic class for performing a transient analysis using the Collocation integration scheme. More...

class	CollocationHybridSimulation
	CollocationHybridSimulation is an algorithmic class for performing a transient analysis using the CollocationHybridSimulation integration scheme. More...

class	CombinedIsoKin2D01
	??. More...

class	CombinedIsoKin2D02
	Kinematic model is based on back-stress Isotropic model on plastic-deformations This one is also deformable. More...

class	CommMetaData
	Data about the index, size,,... More...

class	CommParameters
	Communication parameters between processes. More...

class	CompositeSimpsonBeamIntegration
	Composite Simpson integration scheme. More...

class	ComputePivots
	Given a bending plane, computes the "pivots" position on the section. More...

struct	Conc02HistoryVars
	Concrete02 history variables. More...

class	Concrete01
	Uniaxial Kent-Scott-Park concrete model with linear unloading/reloading according to the work of Karsan-Jirsa and no strength in tension. More...

class	Concrete02
	Uniaxial model for concrete with tensile strength and tension softenint. More...

class	Concrete04
	Uniaxial Popovics concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and tensile strength with exponential decay. More...

class	ConcreteBase
	Base class for concrete materials. More...

class	ConjugateGradientSolver
	Base class for conjugate gradient linear SOE solvers. More...

class	ConnectedMaterial
	Connected uniaxial materials (parallel or serial). More...

class	ConstantModulatingFunction

class	ConstantPressureVolumeQuad
	??. More...

class	ConstantSeries
	Constant function over time. More...

class	Constraint
	Base class for model constraints. More...

class	ConstraintHandler
	ConstraintHandlers enforce the single and multi freedom constraints that exist in the domain by creating the appropriate FE_Element and DOF_Group objects. More...

class	ConstrContainer
	Constraint (essential and natural boundary conditions) container. More...

class	ContinuaReprComponent
	Base class for components used to represent the material (continuum). More...

class	ConvergenceTest
	convergence test. More...

class	ConvergenceTestNorm
	Convergence test that uses vector norm value (solution vector,...). More...

class	ConvergenceTestTol
	Convergence test with tolerance threshold. More...

class	CorotCrdTransf2d
	Coordinate transformation corrotacional en 3d. More...

class	CorotCrdTransf3d
	Coordinate transformation corrotacional en 3d. More...

class	CorotShellMITC4
	MIT C4 shell element. More...

class	CorotTruss
	Truss element with corotational formulation. More...

class	CorotTrussBase
	Base class for corotational truss elements. More...

class	CorotTrussSection
	Truss element with corotatinal formulation and material of type SectionForceDeformation. More...

class	CorrelationCoefficient

class	Cosseratstraintensor

class	Cosseratstresstensor

class	CoulombFriction

class	CrdTransf
	CrdTransf provides the abstraction of a frame coordinate transformation. More...

class	CrdTransf2d
	Base class for 2D coordinate transformation. More...

class	CrdTransf3d
	Base class for 3D coordinate transformation. More...

class	CriteriaReductionMeritFunctionCheck

class	CrossSectionKR
	Stiffness matrix and resultant vector for a section. More...

class	CrossSectionProperties2d
	Mechanical (E, G) and mass properties of a section (area, moments of inertia,...) for a bi-dimensional problem (three DOF for each section). More...

class	CrossSectionProperties3d
	Mechanical (E, G) and mass properties of a section (area, moments of inertia,...) in a three-dimensional problem (six degrees of freedom on each section). More...

class	CStdLibRandGenerator

class	CTestEnergyIncr
	Specifies a tolerance for the product of unbalanced load vector and 0.5 times the displacement increment vector (energy increment) to be used as convergence criterion on each iteration. More...

class	CTestFixedNumIter
	This object performs a fixed number of iterations without testing for convergence. More...

class	CTestNormDispIncr
	Specifies a tolerace for the displacement increment norm to be used on each iteration. More...

class	CTestNormUnbalance
	Specifies a tolerance for the norm of the unbalanced load vector on each iteration. More...

class	CTestRelativeEnergyIncr
	Tests for convergence using the ratio of the current norm to the initial norm (the norm when start is invoked) of the which is 0.5 times the absolute value of the product of the rhs and the solution vector of the LinearSOE. More...

class	CTestRelativeNormDispIncr
	tests for convergence using the ratio of the current norm to the initial norm (the norm when start is invoked) of the solution vector of the LinearSOE object passed in the constructor and a tolerance, set in the constructor. More...

class	CTestRelativeNormUnbalance
	convergence test tests for convergence using the ratio of the current norm to the initial norm (the norm when start is invoked) of the right hand side vector of the LinearSOE object passed in the constructor and a tolerance, set in the constructor. More...

class	CTestRelativeTotalNormDispIncr
	Convergence test thats uses the quotient of current and initial norms of the solution vector. More...

class	CurvaturesBySearchAlgorithm

class	CyclicModel
	??. More...

class	DamageModel

class	DamageModelVector
	Vector de pointers to damage models. More...

class	DamageRecorder
	Used to obtain a response from an element section/material during the analysis and apply the information to the damage model and record the damage index. More...

class	DamageResponse

class	DampingFactorsIntegrator
	??. More...

class	DataOutputDatabaseHandler

class	DataOutputFileHandler

class	DataOutputHandler

class	DataOutputStreamHandler

class	DatastoreRecorder
	// A DatastoreRecorder object is used in the program to invoke commitState() on an FE_datastore object when commit() is invoked on a Domain. More...

class	DBDatastore

class	DbTagData
	Vector that stores the dbTags of the class members. More...

class	DecMachineBroker
	Broker for DEC machines. More...

class	DefaultTag
	Default tag. More...

class	DeformationPlane
	Deformation plane for a cross-section. More...

class	DiagonalDirectSolver
	Direct solver for diagonal matrix SOE. More...

class	DiagonalSOE
	Diagonal matrix system of equations. More...

class	DiagonalSolver
	Base class for diagonal matrix linear SOE solvers. More...

class	DirectIntegrationAnalysis
	Direct integration dynamic analysis. More...

class	DiscretBase
	Base class for cross-section discretization. More...

class	DiscretizedRandomProcessSeries
	??. More...

class	DispBase
	?? More...

class	DispBeamColumn2d
	displacement based 2D beam element with PrismaticBarCrossSection type material. More...

class	DispBeamColumn3d
	3D beam element with PrismaticBarCrossSection type material. More...

class	DisplacementControl
	DisplacementControl is an algorithmic class for performing a static analysis using the displacement control method. More...

class	DistHingeIntegration
	??. More...

class	DistributedBandGenLinSOE
	Base class for band general matrix distributed systems of equations. More...

class	DistributedBandLinSOE
	Base class for band matrix distributed systems of equations. More...

class	DistributedBandSPDLinSOE
	Base class for band matrix distributed systems of equations. More...

class	DistributedBase
	Base class for distributed processing. More...

class	DistributedDiagonalSOE
	Diagonal matrix distributed systems of equations. More...

class	DistributedDiagonalSolver
	Base class for distributed (many processors) diagonal matrix linear SOE solvers. More...

class	DistributedDisplacementControl
	??. More...

class	DistributedLinSOE
	Base class for distributed systems of equations. More...

class	DistributedObj
	Object distributed on many processes. More...

class	DistributedProfileSPDLinSOE
	Profile matrix distributed systems of equations. More...

class	DistributedSparseGenColLinSOE
	Sparse nonsymmetric matrix distributed system of equations. More...

class	DistributedSparseGenRowLinSOE
	Sparse nonsymmetric matrix distributed systems of equations. More...

class	DistributedSparseGenRowLinSolver
	Base class for distributed (many processors) sparse general matrix linear based SOE solver. More...

class	DistributedSuperLU
	SuperLU based solver for distributed sparse matrix linear systems of equations. More...

class	DividedLine
	Line segment between two points. More...

class	DOF_Graph
	Degrees of freedom graph. More...

class	DOF_Group
	A DOF_Group object is instantiated by the ConstraintHandler for every unconstrained node in the domain. More...

class	DOF_GroupGraph
	Degrees of freedom group graph. More...

class	DOF_GrpConstIter
	Iterator over DEF groups. More...

class	DOF_GrpIter
	Iterator over DOF groups. More...

class	DOF_Numberer
	Base class for DOF numbererers. More...

class	Domain
	Domain (mesh and boundary conditions) of the finite element model. More...

class	DomainComponent
	Base class for domain components (nodes, elements, constraints, loads,...). More...

class	DomainDecompAlgo
	Solution algorithm for domain decomposition analysis. More...

class	DomainDecompositionAnalysis
	Used when performing a domain decomposition analysis. More...

class	DomainPartitioner
	Object that can partition and load balance a PartitionedDomain. More...

class	DomainRecorderBase
	Base class for the recorders that store a link with the domain. More...

class	DomainSolver
	used to solve a system of equations and to do static condensation operations on the linear system of equations. More...

struct	doubleData

class	DPPotentialSurface
	??. More...

class	DPYieldSurface
	??. More...

class	DPYieldSurface01
	??. More...

class	DqGroundMotions
	Seismic definitions container. More...

class	DqMatrices

class	DqMeshRegion
	Vector de celdas. More...

class	DqPtrs
	Pointer to (nodes, elements, points, lines,...) container. More...

class	DqPtrsConstraint
	Constraint pointers deque. More...

class	DqPtrsElem
	Pointer to element container. More...

class	DqPtrsEntities
	Container for preprocessor entities (points, lines, surfaces,...) More...

class	DqPtrsKDTree
	Container with a KDTree. More...

class	DqPtrsNode
	Pointers to node container. More...

class	DqUniaxialMaterial
	Pointers to UniaxialMaterial container. More...

class	DqVectors

class	DrainBilinearMaterial
	??. More...

class	DrainClough1Material
	??. More...

class	DrainClough2Material
	??. More...

class	DrainHardeningMaterial
	??. More...

class	DrainMaterial
	??. More...

class	DrainPinch1Material
	?? More...

class	DriftRecorder
	Records relative displacement between nodes. More...

class	DruckerPrager
	Drucker-Prager material. More...

class	DruckerPrager3D
	Drucker-Prager 3D material. More...

class	DruckerPragerPlaneStrain
	Drucker-Prager plane strain material. More...

class	DummyNode
	DummyNodes are a type of node created and used by Subdomains for their exterior nodes. More...

class	EarthquakePattern
	Earthquake load pattern. More...

class	Edge
	Base class for one-dimensional geometry objects. More...

class	EigenAlgorithm
	Solution algorithm for eigenproblem. More...

class	EigenAnalysis
	Eigenproblem analysis. More...

class	EigenIntegrator
	Base class for eigenproblem integrators. More...

class	EigenSOE
	Base class for eigenproblem systems of equations. More...

class	EigenSolver
	Eigenvalue SOE solver. More...

class	EightNodeBrick
	Eight node exahedron. More...

class	EightNodeBrick_u_p_U
	Eight node exahedron. More...

class	Elastic2dGNL
	Elastic2dGNL is a subclass of UpdatedLagrangianBeam2D, that can be. More...

class	ElasticBaseMaterial
	Base class for uniaxial elastic materials. More...

class	ElasticBeam2d
	2D elastic beam element. More...

class	ElasticBeam3d
	3D elastic beam element. More...

class	ElasticCrossAnisotropic
	Base class for elastic anisotropic materials. More...

class	ElasticIsotropic2D
	Isotropic elastic material for plane problems. More...

class	ElasticIsotropic3D
	Elastic isotropic material for 3D elements. More...

class	ElasticIsotropicAxiSymm
	Base class for elastic isotropic axisymmetric materials. More...

class	ElasticIsotropicBeamFiber
	Elastic isotropic material for beam fibers. More...

class	ElasticIsotropicMaterial
	Base class for elastic isotropic materials. More...

class	ElasticIsotropicPlaneStrain2D
	Elastic isotropic material for plane deformation problems. More...

class	ElasticIsotropicPlaneStress2D
	Elastic isotropic material for plane stress problems. More...

class	ElasticIsotropicPlateFiber
	Elastic isotropic material for plate elements. More...

class	ElasticMaterial
	Linear elastic uniaxial material. More...

class	ElasticMembranePlateSection
	Elastic section for membrane/plate materials. More...

class	ElasticPlateBase
	Base class for elastic plate materials. More...

class	ElasticPlateProto
	??. More...

class	ElasticPlateSection
	Bidimensional elastic section for plate modellings. More...

class	ElasticPPMaterial
	Elastic perfectly plastic material. More...

class	ElasticSection2d
	Cross section with linear elastic material for bi-dimensional problesm (3 degrees of freedom in each section). More...

class	ElasticSection3d
	Cross section with linear elastic material in three-dimensional problems (6 degrees of freedom in each section). More...

class	ElasticShearSection2d
	Base clas for cross sections with linear elastic material with shear stiffness on a bi-dimensional space (3 DOF on each section). More...

class	ElasticShearSection3d
	Base class for cross sections with linear elastic material and shear stiffness on a three-dimensional space (6 degrees of freedom in each section). More...

class	Element
	Base class for the finite elements. More...

class	Element0D
	Element of dimension 0 (both nodes have the same position). More...

class	Element1D
	Base class for one-dimensional elements (beam,truss,...) More...

class	ElementalLoad
	Base class for loads over elements. More...

class	ElementalLoadIter
	Elemental loads iterator. More...

class	ElementBase
	Base class for finite element with pointer to nodes container. More...

class	ElementBodyLoad
	Base class for body loads over elements. More...

class	ElementEdge
	Element edge (TO DEPRECATE?? LP 7.02.2017). More...

class	ElementEdges
	Element edge container. More...

class	ElementHandler
	Element creation manager. More...

class	ElementIter
	Iterator over an element container. More...

class	ElementPropRecorder
	Objects to record element data at each commit. More...

class	ElementPtrs
	Pointers to the elements affected by the load. More...

class	ElementRecorder
	Recording of element response. More...

class	ElementRecorderBase
	Base class for the finite element response recorders. More...

class	ElementResponse

class	ElemPos
	Element position for KDTree building. More...

class	ElemPtrArray
	Matrix of pointers to elements. More...

class	ElemPtrArray3d
	Three-dimensional array of pointers to elements. More...

class	ElemWithMaterial
	Element with material. More...

class	ElTawil2D
	El Tawil 2D yield surface. More...

class	ElTawil2DUnSym
	Unsymmetric 2D El Tawil yield surface. More...

class	EncapsulatedMaterial
	??. More...

class	EnhancedQuad
	Four-node quadrilateral element, which uses a bilinear isoparametric formulation with enhanced strain modes. More...

class	EntGeomSection
	Base class of section geometry representation classes. More...

class	EntityMap
	Geometric entities container (points, lines, surfaces,...). More...

class	ENTMaterial
	Elastic no traction material. More...

class	EntMdlr
	Multiblock topology object (point, line, face, block,...). More...

class	EntMdlrBase
	Base class of the preprocessor objects. More...

class	EnvelopeData

class	EnvelopeElementRecorder

class	EnvelopeNodeRecorder
	A EnvelopeRecorder is used to record the envelop of specified DOF responses at a collection of nodes over an analysis. More...

class	EPPBaseMaterial
	Base class for elastic perfectly plastic materials. More...

class	EPPGapMaterial
	Elastic perfectly plastic material with initial "gap". More...

class	EPState
	3 More...

class	EQBasePattern
	Earthquake load pattern. More...

class	EqualDOF
	Impose the values of many degrees of freedom to be the same. More...

class	EquiSolnAlgo
	EquiSolnAlgo is an abstract base class, i.e. More...

class	EquiSolnConvAlgo
	EquiSolnConvAlgo is a class which performs a Newton-Raphson solution algorihm in solving the equations. More...

class	EsfBeamColumn3d
	3D beam column internal forces. More...

class	EvolutionLaw_L_Eeq
	??. More...

class	EvolutionLaw_L_Eij
	??. More...

class	EvolutionLaw_NL_Eeq
	??. More...

class	EvolutionLaw_NL_Eij
	??. More...

class	EvolutionLaw_NL_EijMD
	??. More...

class	EvolutionLaw_NL_Ep
	This is a nonlinear evolution law for the evoltion of a scalar variable po which depends on plastic volumetric strain i.e. More...

class	EvolutionLaw_S
	??. More...

class	EvolutionLaw_T
	??. More...

class	ExponentialRV

class	ExponReducing
	XXX?? More...

class	Face
	Surface. More...

class	FactoredSOEBase
	Base class for factored systems of equations. More...

class	FactorsConstraintHandler
	Base class for penalty and Lagrange constraints handlers. More...

class	FatigueMaterial
	FatigueMaterial wraps a UniaxialMaterial and imposes fatigue limits. More...

class	FDdecoupledElastic3D
	??. More...

class	FDEPState
	??. More...

class	fdEvolution_S
	??. More...

class	fdEvolution_SLS
	??. More...

class	fdEvolution_T
	??. More...

class	fdEvolution_TL
	??. More...

class	fdFlow
	??. More...

class	fdFlowDP
	??. More...

class	fdFlowVM
	??. More...

class	fdYield
	??. More...

class	fdYieldDP
	??. More...

class	fdYieldVM
	??. More...

class	FE_Datastore
	Objects of this class are used in the program to store/restore the geometry and state information in the domain at particular instances. More...

class	FE_EleConstIter
	Const iterator over the finite elements of the model. More...

class	FE_EleIter
	Iterator over the finite element of the model. More...

class	FE_Element
	Finite element as seen by analysis. More...

class	FE_VertexIter
	Iterator over the vertices of the graph. More...

class	FeapMaterial
	Base class for 2D and 3D FEAP materials. More...

class	FeapMaterial01
	material FEAP 01. More...

class	FeapMaterial02
	material FEAP 02. More...

class	FeapMaterial03
	material FEAP 03. More...

class	FedeasBond1Material
	FedeasBond1Material wraps the FEDEAS 1d material subroutine Bond_1. More...

class	FedeasBond2Material
	FedeasBond2Material wraps the FEDEAS 1d material subroutine Bond_2. More...

class	FedeasBondMaterial
	FedeasBondMaterial wraps the FEDEAS 1d material subroutine Bond_1. More...

class	FedeasConcr1Material
	FedeasConcr1Material wraps the FEDEAS 1d material subroutine Concr_1. More...

class	FedeasConcr2Material
	FedeasConcr2Material wraps the FEDEAS 1d material subroutine Concr_2. More...

class	FedeasConcr3Material
	FedeasConcr3Material wraps the FEDEAS 1d material subroutine Concr_3. More...

class	FedeasConcrMaterial
	FedeasConcrMaterial wraps the FEDEAS 1d material subroutine Concr_1. More...

class	FedeasHardeningMaterial
	FedeasHardeningMaterial wraps the FEDEAS 1d material subroutine Hard_1. More...

class	FedeasHyster1Material
	FedeasConcr2Material wraps the FEDEAS 1d material subroutine Concr_2. More...

class	FedeasHyster2Material
	FedeasHyster2Material wraps the FEDEAS 1d material subroutine Hyster_2. More...

class	FedeasMaterial
	FedeasMaterial provides a FORTRAN interface for programming uniaxial material models, using the subroutine interface from the FEDEAS ML1D library, developed by F.C. More...

class	FedeasSteel1Material
	FedeasSteel1Material wraps the FEDEAS 1d material subroutine Steel_1. More...

class	FedeasSteel2Material
	FedeasSteel2Material wraps the FEDEAS 1d material subroutine Steel_2. More...

class	fElement
	Wrapper used to call fortran element subroutines from FEAP. More...

class	fElmt02
	Interface with FEAP elements. More...

class	fElmt05
	Interface with FEAP elements. More...

class	FEM_ObjectBroker
	FEM_ObjectBroker is is an object broker class for the finite element method. More...

class	FEM_ObjectBrokerAllClasses
	The same as FEM_ObjectBroker? More...

class	FEProblem
	Finite element problem. More...

class	Fiber
	Section fiber. More...

class	FiberContainer
	Fiber container. More...

class	FiberData
	Fiber data. More...

class	FiberPtrDeque
	Fiber pointers container. More...

class	FiberResponse
	Recorder for fiber response. More...

class	FiberSection2d
	Fiber section model in a bi-dimensional space. More...

class	FiberSection3d
	Fiber section model in a three-dimensional space. More...

class	FiberSection3dBase
	Base class for fiber sections on three-dimensional problems. More...

class	FiberSectionBase
	Base class for fiber sections. More...

class	FiberSectionGJ
	Fiber section with torsional stiffness. More...

class	FiberSectionRepr
	Fiber section representation. More...

class	FiberSectionShear3d
	FiberSectionShear3d decorates an MP section (couple bending and axial) with an uncoupled shear relation. More...

class	FiberSet
	Fiber double ended queue. More...

class	FiberSets
	Fiber sets container. More...

class	FieldInfo
	Information about a field defined over a set. More...

class	FileDatastore
	used in the program to store/restore the geometry and state information in the domain at particular instances. More...

struct	fileDatastoreOutputFile

class	FilePlotter
	A FilePlotter will create a line graph using xy points found in a file. More...

class	FileStream

class	Filter

class	FindCurvatures

class	FindDesignPointAlgorithm

class	FiniteDeformationElastic3D
	3D finite deformation elastic material. More...

class	FiniteDeformationEP3D
	Finite deformation elasto-plastic 3D material. More...

class	FiniteDifferenceGradGEvaluator

class	FirstPrincipalCurvature

class	FixedLocationBeamIntegration
	Integration points at fixed locations. More...

class	FixedStepSizeRule

class	FlatSliderSimple2d

class	FlatSliderSimple3d

class	FluidSolidPorousMaterial
	??. More...

class	ForceBeamColumn2d
	Force based 2D beam column element with PrismaticBarCrossSection type nonlinear material. More...

class	ForceBeamColumn3d
	3D force based beam column element with nonlinear PrismaticBarCrossSection type material. More...

class	ForceReprComponent
	Base class for components that represent forces. More...

class	FORMAnalysis

class	FOSMAnalysis

class	FourNodeQuad
	Four node quad. More...

class	FourNodeQuadUP
	Four-node plane-strain element using bilinear isoparametric formulation. More...

class	FragilityAnalysis

class	Framework2d
	Bidimensional framework container. More...

class	Framework3d
	Three dimensional framework container. More...

class	FrequencyAlgo
	Algorithm to obtain the natural frequencies of the model. More...

class	FrictionElementBase

class	FrictionModel

class	FrictionResponse

class	FullGenEigenSOE
	Dense matrix eigenproblem system of equations. More...

class	FullGenEigenSolver
	base class for full (dense) matrix eigenvalue SOE solvers. More...

class	FullGenLinLapackSolver
	Lapack based full (dense) general matrix SOE solver. More...

class	FullGenLinSOE
	Base class for dense unsymmetric matrix systems of equations. More...

class	FullGenLinSolver
	Base class for full (dense) general linear SOE solvers. More...

class	FVector
	Element internal forces. More...

class	FVectorBeamColumn2d
	Internal forces for a beam-column 2D element. More...

class	FVectorBeamColumn3d
	Internal forces for a beam column 3D element. More...

class	FVectorData
	Auxiliary class for the internal forces in a beam-column element. More...

class	FVectorShell
	Ingernal forces for a shell element. More...

class	GammaModulatingFunction

class	GammaRV

class	GaussLobattoQuadRule1d01
	One-dimensional Gauss-Lobatto quadrature. More...

class	GaussModel
	Base class for Gauss integration models. More...

class	GaussPoint
	3D position of Gauss points. More...

class	GaussQuadRule1d
	One-dimensional Gauss quadrature. More...

class	GaussQuadRule1d01
	One-dimensional Gauss quadrature. More...

class	GenericSection1d
	Wrapper for an uniaxial material to behave like a section material. More...

class	GenericSectionNd
	GenericSectionND provides a wrapper around a NDMaterial. More...

class	GeomSection
	Cross section geometry. More...

class	GFunEvaluator

class	GFunVisualizationAnalysis

class	GlueNodeToElement
	Glue a node to an element. More...

class	GradGEvaluator

class	GradientProjectionSearchDirection

class	Graph
	The Graph class provides the abstraction of a graph. More...

class	GraphNumberer
	Numberer for problem's degrees of freedom. More...

class	GraphPartitioner
	Base class for graph partitioners. More...

class	GroundMotion
	Base class for ground motions. More...

class	GroundMotionRecord
	Data from a real earthquake. More...

class	GSA_Recorder
	GSA_Recorder is used to create an o/p file which can be read by the Ove Arup's GSA program for postprocessing. More...

class	GumbelRV

class	Hajjar2D
	XXX?? More...

class	HandlerRecorder
	Base class for recorders that get the response of one or more nodes during the analysis. More...

class	HardeningMaterial
	HardeningMaterial provides the abstraction for a one-dimensional rate-independent plasticity model with combined isotropic and kinematic hardening. More...

class	HessianApproximation

class	HHT
	HHT is an algorithmic class for performing a transient analysis using the Hilber-Hughes-Taylor integration scheme. More...

class	HHT1
	The three parameter Hilbert-Hughes-Taylor time-stepping method. More...

class	HHTBase
	HHTBase is an algorithmic class for performing a transient analysis using the HHTBase integration scheme. More...

class	HHTExplicit
	HHTExplicit is an algorithmic class for performing a transient analysis using the HHTExplicit integration scheme (beta = 0). More...

class	HHTGeneralized
	HHTGeneralized is an algorithmic class for performing a transient analysis using the HHTGeneralized integration scheme. More...

class	HHTGeneralizedExplicit
	HHTGeneralizedExplicit is an algorithmic class for performing a transient analysis using the HHTGeneralizedExplicit integration scheme. More...

class	HHTHybridSimulation
	HHTHybridSimulation is an algorithmic class for performing a transient analysis using the HHTHybridSimulation integration scheme. More...

class	HHTRayleighBase
	HHTRayleighBase is a base for the classes performing a transient analysis using the Hilber-Hughes-Taylor integration scheme. More...

class	HingeBeamIntegration2d
	??. More...

class	HingeBeamIntegration3d
	??. More...

class	HingeEndpointBeamIntegration
	??. More...

class	HingeMidpointBeamIntegration
	??. More...

class	HingeMidpointBeamIntegration2d
	??. More...

class	HingeMidpointBeamIntegration3d
	??. More...

class	HingeRadauBeamIntegration
	Base class for Radau integration on beam with hinges. More...

class	HingeRadauBeamIntegration2d
	Radau integration on beam elements. More...

class	HingeRadauBeamIntegration3d
	Radau integration on 3D beams. More...

class	HingeRadauTwoBeamIntegration
	Radau integration. More...

class	HingeRadauTwoBeamIntegration2d
	??. More...

class	HingeRadauTwoBeamIntegration3d
	??. More...

class	HLRFSearchDirection

class	HSConstraint
	??. More...

class	HystereticEnergy

class	HystereticMaterial
	HystereticMaterial provides the implementation of a one-dimensional hysteretic model with pinching of both force and deformation, damage due to deformation and energy, and degraded unloading stiffness based on maximum ductility. More...

class	ID
	Vector of integers. More...

class	IDVarSize

class	ImposedMotionBase
	Base class for prescribed displacements at the nodes. More...

class	ImposedMotionSP
	Prescribed value for a single degree of freedom. More...

class	ImposedMotionSP1
	Prescribed value over a single degree of freedom. More...

class	IncrementalIntegrator
	IncrementalIntegrator is an algorithmic class for setting up the finite element equations in an incremental analysis and for updating the nodal response quantities based on the values in the solution vector. More...

class	Inelastic2DYS01
	??. More...

class	Inelastic2DYS02
	??. More...

class	Inelastic2DYS03
	??. More...

class	InelasticYS2DGNL
	Inelastic Element - concentrated hinge model, Fi - Fj interaction at each ends using yield surfaces *. More...

class	Information
	Information about an element. More...

class	InitialInterpolatedLineSearch
	This performs the search by using a form of linear interpolation to find the best solution. More...

struct	intData

class	IntegrationPointsCoords
	Stores the coordinates of the integration points. More...

class	Integrator
	Base class for the objects that performs the integration of physical properties over the domain to form the system stiffness matrix. More...

class	IntegratorVectors
	Vectores empleados en varios integrators. More...

class	InteractionDiagram
	@ingroup MATSCCDiagInt More...

class	InteractionDiagram2d
	@ingroup MATSCCDiagInt More...

class	InteractionDiagramData
	@ingroup MATSCCDiagInt More...

class	InternalParamsA
	Internal parameters for the Gap (Drag + Closure). More...

class	InternalParamsIn
	Internal parameters for a p-y material. More...

class	InternalParamsLR
	Internal parameters for a p-y material. More...

class	InternalParamsLRIn
	Internal parameters for the NearField rigid-plastic component. More...

class	InterpolatedGroundMotion
	??. More...

class	IntPtrWrapper

class	IRowSet
	Set of objecst in a row. More...

class	Isolator2spring
	"two-spring isolator" material. More...

class	Isotropic2D01
	??. More...

class	ItpackLinSOE
	ITPACK based systems of equations. More...

class	ItpackLinSolver
	ITPACK based linear SOE solver. More...

class	J2AxiSymm
	J2 Isotropic hardening material class para axysimmetric problems. More...

class	J2PlaneStrain
	J2 Isotropic hardening material class for plane strain problems. More...

class	J2PlaneStress
	J2 Isotropic hardening material class for plane stress problems. More...

class	J2Plasticity
	J2 Isotropic hardening material class. More...

class	J2PlateFiber
	J2 Isotropic hardening material class for plate problems. More...

class	J2ThreeDimensional
	J2 Isotropic hardening material class for 3D problems. More...

class	Joint2D
	2D joint element. More...

class	Joint2DPhysicalProperties
	Physical properties for shells. More...

class	Joint3D
	Joint element for three-dimensional problems. More...

class	Joint3DPhysicalProperties
	Physical properties for shells. More...

class	JonswapSpectrum

class	JRowSet
	Objects in a row. More...

class	KDTreeElements

class	KDTreeNodes

class	KEigenIntegrator
	Integrator used to obtain the eigenvalues and eigenvectors of the stiffness matrix. More...

class	Kinematic2D01
	2D kinematic yield surface. More...

class	Kinematic2D02
	?? More...

class	KooFilter

class	KooModulatingFunction

class	Kratzig

class	KRowSet
	Set of objects in a row. More...

class	KrylovNewton
	KrylovNewton is a class which uses a Krylov subspace accelerator on the modified Newton method. More...

class	Lagrange_FE
	Lagrange_FE is a subclass of FE_Element which handles _Constraints using the Lagrange method. More...

class	LagrangeConstraintHandler
	Constraint handler for handling constraints using the Lagrange multipliers method. More...

class	LagrangeDOF_Group
	A LagrangeDOF_Group object is instantiated by a LagrangeConstraintHandler for every constrained node in the domain. More...

class	LagrangeMFreedom_FE
	] at the locations corresponding to the constrained degree-of-freedoms specified by the MFreedom_Constraint, i.e. More...

class	LagrangeMRMFreedom_FE
	LagrangeMRMFreedom_FE is a subclass of FE_Element which handles MRMFreedom_Constraints using the Lagrange method. More...

class	LagrangeSFreedom_FE
	] at the locations corresponding to the constrained degree-of-freedom specified by the SFreedom_Constraint and the lagrange multiplier degree-of-freedom introduced by the LagrangeConstraintHandler for this constraint, where \(U_s\) is the specified value of the constraint and \(U_t\) the current trial displacement at the node corresponding to the constraint. More...

class	LaplaceRV

class	LegendreBeamIntegration
	cuadratura Gauss-Legendre More...

class	LimitStateFunction

class	Line
	Line: base class for 1D objects. More...

class	Linear
	performs a linear solution algorihm to solve the equations. More...

class	LinearBucklingAlgo
	Algorithm for linear buckling analysis. More...

class	LinearBucklingAnalysis
	Linear buckling analysis. More...

class	LinearBucklingEigenAnalysis
	Linear buckling analysis (used inside an StaticAnalysis). More...

class	LinearBucklingIntegrator
	LinearBucklingIntegrator is an algorithmic class for setting up the finite element equations for a linear buckling analysis. More...

class	LinearCrdTransf2d
	LinearCrdTransf2d provides the abstraction of a linear transformation for a spatial frame between the global and basic coordinate systems. More...

class	LinearCrdTransf3d
	Linear coordinate transformation. More...

class	LinearCyclic
	??. More...

class	LinearSeries
	Linear function over time. More...

class	LinearSOE
	Linear system of equations. More...

class	LinearSOEData
	Data (size, arrays,...) for linear system of equations. More...

class	LinearSOESolver
	Base class of the solvers for linear system of equations. More...

class	LineBase
	Base class for 1D entities. More...

class	LineMap
	Line container. More...

class	LineSearch
	LineSearch is an abstract base class, i.e. More...

class	ListReinfLayer
	Reinf layer container (list). More...

class	Load
	Base class for loads over nodes or elements. More...

class	LoadBalancer
	A LoadBalancer is an object used to balance a PartitionedDomain. More...

class	LoadCaseIter
	??. More...

class	LoadCombination
	Load pattern combination (1.5PP+1.0CP+1.6*SC ...). More...

class	LoadCombinationGroup
	Load combination container. More...

class	LoadContainer
	A LoadContainer object is used to to store loads on nodes and elements. More...

class	LoadControl
	Integratior used to perform a static analysis using the load control method. More...

class	LoadHandler
	Lee load patterns desde archivo. More...

class	LoadHandlerMember
	??. More...

class	LoadIter
	Iterator over loads. More...

class	LoadPath
	LoadPath is an algorithmic class for performing a static analysis using a user defined load path (a user specified lambda path). More...

class	LoadPattern
	A LoadPattern object is used to to store reference loads and single point constraints and a TimeSeries function which is used to determine the load factor given the pseudo-time to the model. More...

class	LoadPatternIter
	Load pattern iterator. More...

class	LobattoBeamIntegration
	Base class for Lobatto integration on beams. More...

class	LognormalRV

class	LogWEnergy
	??. More...

class	LowOrderBeamIntegration

class	MachineBroker
	A MachineBroker is responsible for getting an actor process running on the parallel machine. More...

class	MapCasosActivos

class	MapFields
	Container of field definitions. More...

class	MapLoadPatterns
	Load pattern container. More...

class	MapModelWrapper
	Finite element model wrappers container. More...

class	MapOfTaggedObjects
	The class is responsible for holding and providing access to objects of type TaggedObject. More...

class	MapOfTaggedObjectsIter
	MapOfTaggedObjectsIter is an iter for returning the TaggedObjects of a storage objects of type MapOfTaggedComponents. More...

class	MapSet
	Sets container. More...

class	MapSetBase
	Sets container. More...

class	MapTrfGeom
	Geometric transformations container. More...

class	Material
	Base class for materials. More...

class	MaterialHandler
	Material handler (definition, searching,...). More...

class	MaterialResponse
	Recorder for material response. More...

class	MaterialVector
	Material pointer container. More...

class	MatParameter

class	MatPoint3D
	Integration point on three-dimensional space. More...

class	Matrix
	Matrix of floats. More...

class	MatrixCommMetaData
	Data about the position, size,... More...

class	MatrixOperations

class	MaxNodeDispRecorder
	A MaxNodeDispRecorder is used to determine the max nodal displacement at a collection of nodes over an analysis. More...

class	MDEvolutionLaw
	??. More...

class	MDPotentialSurface
	??. More...

class	MDPotentialSurface01
	??. More...

class	MDYieldSurface
	??. More...

class	Mehanny

class	MembranePlateFiberSection
	Fiber model for plate/membrane materials. More...

class	MeritFunctionCheck

class	Mesh
	Finite element mesh. More...

class	MeshComponent
	Base class for nodes and elements (mesh components). More...

class	MeshComponentContainer
	Base class for the element and constraint containers. More...

class	MeshCompRecorder
	Base class for mesh components recorders. More...

class	MeshEdge
	Mesh edge. More...

class	MeshEdges
	Element edge container. More...

class	MeshRegion

class	Message
	Message between processes. More...

class	Metis
	type of GraphPartitioner which uses 'METIS - Unstructured Graph Partitioning And Sparse Matrix Ordering System', developed by G. More...

class	MFreedom_Constraint
	Multi-freedom constraint. More...

class	MFreedom_ConstraintBase
	Base class for mult-freedom constraints. More...

class	MFreedom_ConstraintIter
	Iterator over multi-freedom constraints. More...

class	MFreedom_FE
	?? More...

class	MFreedom_Joint
	Base class for joint constraints. More...

class	MFreedom_Joint2D
	??. More...

class	MFreedom_Joint3D
	??. More...

class	MidDistanceBeamIntegration

class	MillMachineBroker

class	MinMaxMaterial
	Stores max and min strain values. More...

class	MinUnbalDispNorm
	Specifies the incremental load factor such that the residual displacement norm in minimized. More...

class	ModalAnalysis
	Modal analysis. More...

class	ModelBuilder
	Base class for model builders. More...

class	ModelComponentContainer
	Container for model entities. More...

class	ModelComponentContainerBase
	Base class for model component containers. More...

class	ModelGraph
	Base class for model graph. More...

class	ModelWrapper
	Wrapper for the finite element model "as seen" from the solver. More...

class	ModifiedNewton
	Uses the tangent stiffness matrix computed in the first iteration until convergence is achieved. More...

class	ModNewtonRootFinding

class	ModulatingFunction

class	MooneyRivlinSimoWEnergy
	??. More...

class	MooneyRivlinWEnergy
	??. More...

class	MotionHistory
	Data that define acceleration, velocities and displacements due to a earthquake. More...

class	MovableBJTensor
	BJTensor that can move between processes. More...

class	MovableContainer
	Container that can move between processes. More...

class	MovableID
	ID that can move between processes. More...

class	MovableMap
	Template class for maps that can move between processes. More...

class	MovableMatrices
	Matrices that can move between objects. More...

class	MovableMatrix
	Matrix that can move between processes. More...

class	MovableObject
	Object that can move between processes. More...

class	MovableString
	String that can move between processes. More...

class	MovableStrings
	Strings that can move between processes. More...

class	MovableVector
	Vector that can move between processes. More...

class	MovableVectors
	Vector can move between processes. More...

class	MPBase_FE
	?? More...

class	MPI_Channel
	MPI_Channel is a sub-class of channel. More...

class	MPI_ChannelAddress
	It is used to encapsulate the addresses used to send/recv messages using the MPI library. More...

class	MPI_MachineBroker
	MPI_MachineBroker is the broker responsible for monitoring the usage of the processes in an mpi run. More...

class	MPSPBaseFE
	Base class for MFreedom_FE y SFreedom_FE. More...

class	MRMFreedom_Constraint
	Multiple retained nodes constraint. More...

class	MRMFreedom_ConstraintIter
	Iterator over multiple retained nodal constraints. More...

class	MRMFreedom_FE
	?? More...

class	MultiaxialCyclicPlasticity
	??. More...

class	MultiaxialCyclicPlasticity3D
	??. More...

class	MultiaxialCyclicPlasticityAxiSymm
	??. More...

class	MultiaxialCyclicPlasticityPlaneStrain
	??. More...

class	MultiBlockTopology
	Model geometry manager. More...

class	MultiLinearKp
	XXX??. More...

class	MultiSupportPattern
	The Multi-Support pattern allows similar or different prescribed ground motions to be input at various supports in the structure. More...

class	MultiYieldSurface
	??. More...

class	MVFOSMAnalysis

class	MyRCM
	Class which performs the Reverse Cuthill-McKee numbering scheme on the vertices of a graph. More...

class	MySqlDatastore

class	NarrowBandSpectrum

class	NatafProbabilityTransformation

class	NDAdaptorMaterial
	??. More...

class	nDarray

class	nDarray_rep

class	NDMaterial
	Base class for 2D and 3D materials. More...

class	NDMaterialPhysicalProperties
	Physical properties for solid mechanics. More...

class	NEES_table

class	NEESData

class	NeoHookeanCompressible3D
	??. More...

class	NeoHookeanWEnergy
	??. More...

class	NewElement
	Element prototype. More...

class	Newmark1
	Newmark1 is an algorithmic class for performing a transient analysis using the Newmark1 integration scheme. More...

class	NewmarkBase
	Base class for the two parameter time-stepping method developed by Nathan M. More...

class	NewmarkBase2
	Intermediate base class for Newmark type integrators. More...

class	NewmarkExplicit
	NewmarkExplicit is an algorithmic class for performing a transient analysis using the explicit Newmark integration scheme (beta = 0). More...

class	NewmarkHybridSimulation
	NewmarkHybridSimulation is an algorithmic class for performing a transient analysis using the Newmark integration scheme. More...

class	NewmarkSensitivityIntegrator

class	NewtonBased
	Uses the tangent stiffness matrix on each iteration (with or without updating) until convergence is achieved. More...

class	NewtonCotesBeamIntegration
	Newton-Cotes integration on beam elements. More...

class	NewtonLineSearch
	performs a Newton-Raphson with line search solution algorithm in solving the equations as outline in Crissfields book. More...

class	NewtonRaphson
	Uses the tangent stiffness matrix on each iteration until convergence is achieved. More...

class	NewUniaxialMaterial
	??. More...

class	NineFourNodeQuadUP

class	NineNodeMixedQuad
	Nine node quad. More...

class	NLBeamColumn2d
	Nonlinear beam-column bidimensional elements. More...

class	NLBeamColumn3d
	3D materially nonlinear flexibility based frame element. More...

class	NLForceBeamColumn2dBase

class	NLForceBeamColumn3dBase
	Base clas for 3D force beam column elements with PrismaticBarCrossSection type material. More...

class	NMPointCloud
	(N,M) point set More...

class	NMPointCloudBase
	(N,M) point set base More...

class	NMyMzPointCloud
	(N,My,Mz) point set More...

class	NodalLoad
	Load over a node. More...

class	NodalLoadIter
	Nodal loads iterator. More...

class	Node
	Mesh node. More...

class	NodeAccelVectors
	Vectors that store trial and commited values of the node acceleration. More...

class	NodeDispVectors
	Vectores to store trial and commited values («commited») on node displacements. More...

class	NodeHandler
	Node creation manager. More...

class	NodeIter
	Iterator over the nodes. More...

class	NodeLocations

class	NodeLocker
	Single freedom constraints that make part of a load pattern. More...

class	NodeLockerIter
	Iterator over NodeLocker objects. More...

class	NodeLockers
	NodeLocker container. More...

class	NodePos
	Node position for its use in the KDTree. More...

class	NodePropRecorder

class	NodePtrArray
	Two-dimensional array of pointers to nodes. More...

class	NodePtrArray3d
	Three-dimensional array of pointers to nodes. More...

class	NodePtrs
	Pointers to nodes. More...

class	NodePtrsWithIDs
	Node pointer container for elements. More...

class	NodeRecorder
	Recording of specified nodal DOF responses for the specified nodes. More...

class	NodeRecorderBase
	Base class for the node recorders. More...

class	NodeVectors
	Vectores to store trial and commited values of node displacement, velocity, etc. More...

class	NodeVelVectors
	Vectores to store trial and commited values of node velocity. More...

class	NormalizedPeak

class	NormalRV

class	NormalStressStrengthParameters
	Parameter that define the ultimate limit states of a RC section under normal stresses. More...

class	NullEvolution
	Useful for declaring inner-surfaces or pinching surfaces or just plain elastic-perfectly plastic surfaces that do not evolve. More...

class	NullPlasticMaterial

class	NullYS2D
	Null 2D yield surface. More...

class	ObjectBroker
	Base class for object brokers. More...

class	ObjectWithObjBroker
	Base class for Actor and Shadow objects. More...

class	ObjWithRecorders
	Object that can manage Recorders. More...

class	OgdenSimoWEnergy
	??. More...

class	OgdenWEnergy
	??. More...

class	OgdenWEnergyBase
	??. More...

class	OpenSeesGFunEvaluator

class	OpenSeesGradGEvaluator

class	OPS_Stream

class	OptimalityConditionReliabilityConvergenceCheck

class	OptimizationAnalysis

class	OracleDatastore

class	Orbison2D
	Orbison 2D yield surface. More...

class	OutCrossingAnalysis

class	ParallelMaterial
	Parallel connected materials. More...

class	ParallelNumberer
	The ParallelNumberer numbers the dof of a partitioned domain, where the partitions are on different processors and each processor has a ParallelNumberer. More...

class	Parameter

class	ParameterIDBeamIntegration
	Integration points at fixed locations. More...

class	ParameterPositioner

class	ParametricReliabilityAnalysis

class	ParetoRV

class	ParkAng

class	ParticlePos3d
	Natural coordinates of an element's particle. More...

class	PartitionedDomain
	Partitioned domain (aggregation of subdomains). More...

class	PartitionedDomainEleIter

class	PartitionedDomainSubIter

class	PartitionedModelBuilder
	The PartitionedModelBuilder class is an abstract class. More...

class	PathIndependentMaterial
	PathIndependentMaterial uses a UniaxialMaterial object to represent a path-independent uniaxial material. More...

class	PathSeries
	Time-dependent function that linear interpolates the load factor using user specified control points provided in a vector object. More...

class	PathSeriesBase
	Base class for time-dependent functions defined by a series of points (ti,fi). More...

class	PathTimeSeries
	Time-dependent function that linear interpolates the load factor using user specified control points provided in a vector object. More...

class	PatternRecorder
	A PatternRecorder records loads values from a LoadPattern. More...

class	PBowlLoading
	??. More...

class	PDeltaCrdTransf2d
	PDeltaCrdTransf2d provides the abstraction of a linear transformation for a spatial frame between the global and basic coordinate systems. More...

class	PDeltaCrdTransf3d
	PDeltaCrdTransf3d provides the abstraction of a linear transformation for a spatial frame between the global and basic coordinate systems. More...

class	PeakOriented2D01
	?? More...

class	PeakOriented2D02
	Grows/shrinks one side while keeping the diametrically opposite end the same. More...

class	PenaltyConstraintHandler
	PenaltyConstraintHandler is a constraint handler that deals with both single and multi freedom constraints using the penalty method. More...

class	PenaltyMFreedom_FE
	PenaltyMFreedom_FE is a subclass of FE_Element which handles MFreedom_Constraints using the penalty method. More...

class	PenaltyMRMFreedom_FE
	PenaltyMRMFreedom_FE is a subclass of FE_Element which handles MRMFreedom_Constraints using the penalty method. More...

class	PenaltySFreedom_FE
	PenaltySFreedom_FE is a subclass of SFreedom_FE which handles SFreedom_Constraints using the penalty method. More...

class	PeriodicNewton
	PeriodicNewton is a class which performs a Periodic Newton-Raphson solution algorihm in solving the equations. More...

class	PeriodSeries
	Periodic function over time. More...

class	PetscSOE
	PETSC based system of equations. More...

class	PetscSolver
	PETSC library based SOE solver. More...

class	PetscSparseSeqSolver
	PETSC based sparse general matrix SOE solver. More...

class	PhysicalProperties
	Base class for element's physical properties. More...

class	Pinching
	??. More...

class	Pinching4Material
	??. More...

class	PinchingDamage
	??. More...

class	Pivots
	Pivot positions computed for a bending plane. More...

class	PivotsUltimateStrains
	Definition of ultimate strains for the pivots. More...

class	PlainHandler
	Trivial constraint handler. More...

class	PlainNumberer
	Trivial DOF numberer. More...

class	PlaneElement
	Base class for plane elements. More...

class	PlaneStressMaterial
	Material for plane stress problems. More...

class	PlasticHardening2D
	?? More...

class	PlasticHardeningMaterial
	Plastic material with strain hardening. More...

class	PlasticLengthsBeamIntegration
	??. More...

class	PlateBase
	Base class for bidimensional membrane/plate/shell materials. More...

class	PlateFiberMaterial
	Builds a material that can be used in a plate fiber from its definition as three-dimensional material. More...

class	Pnt
	Point (KPoint). More...

class	PntMap
	Point container. More...

class	PntPtrArray
	Pointers to points in a matrix structure. More...

class	PntPtrArray3d
	Three-dimenstional array of point pointers. More...

class	PointsSpectrum

class	PolakHeSearchDirectionAndMeritFunction

class	PolygonSectRegion

class	Positioner

class	PotentialSurface
	The goal is to create a platform for efficient and easy implemetation of any elasto-plastic constitutive model. More...

class	PQyzBase
	Base class for PySimple1 y QzSimple1. More...

class	PrepHandler
	Base class for the preprocessor objects that create model entities: nodes, elements, loads, etc. More...

class	Preprocessor
	Finite element model generation tools. More...

class	PreprocessorContainer
	Base class for preprocessor containers i. More...

class	PressureDependentElastic3D
	??. More...

class	PressureDependMultiYield
	??. More...

class	PressureDependMultiYield02
	?? More...

class	PressureDependMultiYieldBase
	??. More...

class	PressureIndependMultiYield
	??. More...

class	PressureMultiYieldBase
	??. More...

class	PrismaticBarCrossSection
	Base class for beam-column cross sections. More...

class	PrismaticBarCrossSectionsVector
	Vector of pointers to PrismaticBarCrossSectiones. More...

class	ProbabilityTransformation

class	ProcSolu
	Solution procedure for the finite element problem. More...

class	ProcSoluControl
	Container for the objects that control the solution procedure. More...

class	profilematrix

class	profilematrix_rep

class	ProfileSPDLinDirectBase
	Base class for profile matris linear SOE solvers. More...

class	ProfileSPDLinDirectBlockSolver
	solves a ProfileSPDLinSOE object using the LDL^t factorization. More...

class	ProfileSPDLinDirectSkypackSolver
	Skypakc based linear SOE solver. More...

class	ProfileSPDLinDirectSolver
	It solves a ProfileSPDLinSOE object using the LDL^t factorization. More...

class	ProfileSPDLinDirectThreadSolver
	solves a ProfileSPDLinSOE object using the LDL^t factorization (threaded version). More...

class	ProfileSPDLinSOE
	Profile matrix system of equations. More...

class	ProfileSPDLinSolver
	Base class for profile matrix linear SOE solvers. More...

class	ProfileSPDLinSubstrSolver
	A ProfileSPDLinSubstrSolver object will perform the numerical substructuring operations on a ProfileSPDLinSOE object. More...

class	PropRecorder

class	ProtoArcLength
	Base class for arc length integrators. More...

class	ProtoBeam2d
	Base class for 2D beam elements. More...

class	ProtoBeam3d
	Base class for 3D beams. More...

class	ProtoElementHandler
	Finite element creation. More...

class	ProtoTruss
	Base class for truss elements. More...

class	PseudoTimeTracker
	Registro del tiempo. More...

class	PtrArray3dBase
	Three-dimensional array of object pointers. More...

class	PtrArrayBase
	Base class for matrices of pointers to nodes, elements and points. More...

class	PtrCommMetaData
	Data about the position, size,... More...

class	PulseBaseSeries
	Base class for pulse type time series. More...

class	PulseSeries
	Pulse type function. More...

class	PYBase
	PYMat More...

class	PyLiq1
	Uniaxial p-y material that incorporates liquefaction effects. More...

class	PySimple1
	Simple uniaxial p-y material for use with a zeroLength element. More...

class	PySimple1Gen
	Constructs PySimple1 materials (Boulanger, 2003) for pre-defined zeroLength elements. More...

class	QuadBase4N
	Base class for 4 node quads. More...

class	QuadBase9N
	Base class for nine node quads. More...

class	QuadCell
	Quadrilateral cell. More...

class	QuadCellRegion
	Region of a section that creates quadrilateral cells. More...

class	QuadraticCyclic
	??. More...

class	QuadRule
	Integration rule (quadrature). More...

class	QuadRule1d
	Base class for one-dimesional integrations rules (quadratures). More...

class	QuadRule1d01
	One-dimensional quadrature. More...

class	QuadSectRegion
	Quad that discretizes in quad cells. More...

class	QuadSurface
	Quadrangle defined by its four vertices. More...

class	QzSimple1
	Simple uniaxial q-z material for use with a zeroLength element. More...

class	RadauBeamIntegration
	Base class for Radau integration on beam elements. More...

class	RandomNumberGenerator
	Base class for random number generators. More...

class	RandomVariable

class	RandomVariablePositioner

class	RawConcrete
	Base class for concrete materials. More...

class	RayleighBase
	Base class for Rayleigh integrators. More...

class	RayleighDampingFactors
	Rayleigh damping factors. More...

class	RayleighRV

class	RCM
	Class designed to perform the Reverse Cuthill-McKee numbering scheme on the vertices of a graph. More...

class	Recorder
	An Recorder object is used in the program to store/restore information at each commit(). More...

class	RectangularSeries
	Rectangular pulse. More...

class	ReferenceFrame
	Reference system to be used for simpliflying the definition of point positions. More...

class	ReferenceFrameMap
	Reference systems container. More...

class	Reflection
	Reflection transformation. More...

class	RegionContainer
	Section composed of some regions. More...

class	RegulaFalsiLineSearch
	performs the search for U(i+1) = U(i) + eta * deltaU(i) by regula falsi method to find the best solution. More...

class	ReinfBar
	Reinforcing bar. More...

class	ReinfLayer
	Rebar layer. More...

class	ReinforcingSteel
	??. More...

class	ReleaseHeavierToLighterNeighbours
	A ReleaseHeavierToLighterNeighbours is an object used to balance a PartitionedDomain. More...

class	ReliabilityAnalysis

class	ReliabilityConvergenceCheck

class	ReliabilityDomain

class	ReliabilityDomainComponent

class	RespFiberSectionShear3d

class	RespMembraneMaterial

class	Response

class	ResponseId
	Stiffness material contribution response identifiers. More...

class	ResponseQuantities
	Response quantities. More...

class	RespPlateMaterial

class	RespPMz

class	RespPMzMy

class	RespPMzMyT

class	RespPMzV

class	RespPMzVyMyVzT

class	RespPVyMz

class	RespShellMaterial

class	RespVyP

class	RigidBase
	Base class for the "rigid body motion" conditions. More...

class	RigidBeam
	Imposes a rigid body motion to the nodes of the rigid beam. More...

class	RigidDiaphragm
	Imposes a rigid body motion to the nodes on included in the diaphragm . More...

class	RigidRod
	constructs MFreedom_Constraint objects for a rigid rod, all translational dof are constrained to be equal at the retained and constarined nodes. More...

class	RMC01PotentialSurface
	Functions for rounded Mohr-Coulomb potential function. More...

class	RMC01YieldSurface
	Functions for rounded Mohr-Coulomb yield function. More...

class	RootFinding
	Base class for root finding algorithms. More...

class	Rotation
	Rotation transformation. More...

class	RowSet
	Set of objects in a row. More...

class	SamplingAnalysis

class	Scaling
	Scale transformation. More...

class	SearchDirection

class	SearchWithStepSizeAndStepDirection

class	SecantLineSearch
	performs the search for U(i+1) = U(i) + eta * deltaU(i) by using the secant method to find the best solution. More...

class	SecantRootFinding

class	SectionAggregator
	SectionAggregator decorates an MP section (couple bending and axial) with an uncoupled shear relation. More...

class	SectionCartesianReferenceFrame
	Bidimensional reference system for a section. More...

class	SectionFDPhysicalProperties
	Physical properties for shells. More...

class	SectionForceDeformation
	Base class for force deformation section models. More...

class	SectionMassProperties
	Cross-section representation able to return mechanical propertis a area, moments of inertia,... More...

class	SectionMatrices
	Matrices for each section (used in BeamColumnWithSectionFD) More...

class	SectionReferenceFrame
	Reference system used for make easier definining point positions. More...

class	SectionRepres
	Material distribution on a cross section. More...

class	SectRegion
	Region of a section that corresponds with a material. More...

class	Segment
	Line segment. More...

class	SensitivityAlgorithm

class	SensitivityIntegrator

class	SeriesMaterial
	Serially connected uniaxial materials. More...

class	Set
	Object set. More...

class	SetBase
	Base de las clases Set y SetEstruct. More...

class	SetEntities
	Object set. More...

class	SetEstruct
	structured set, i. More...

class	SetMeshComp
	Set of mesh components (nodes, elements and constraints). More...

class	SFreedom_Constraint
	Single freedom constraint. More...

class	SFreedom_ConstraintIter
	Iterator over single freedom constraints. More...

class	SFreedom_FE
	?? More...

class	Shadow
	Local object associated with an actor. More...

class	ShadowActorBase
	Base class for Actor and Shadow objects. More...

class	ShadowPetscSOE
	??. More...

class	ShadowSubdomain
	Local representation of a remote subdomain. More...

class	ShedHeaviest
	A ShedHeaviest is an object used to balance a PartitionedDomain. More...

class	ShellBData
	Auxiliary data for shell elements. More...

class	ShellCorotCrdTransf3d
	Base class for 3D coordinate transformation. More...

class	ShellCrdTransf3dBase
	Base class for 3D coordinate transformations. More...

class	ShellLinearCrdTransf3d
	Base class for small displacement 3D coordinate transformations. More...

class	ShellMecLoad
	Mechanical load (forces) over shell elements. More...

class	ShellMITC4
	MIT C4 shell elements. More...

class	ShellMITC4Base
	Base class for MIT C4 shell elements. More...

class	ShellNL
	Lagrangian shell element with membrane and drill. More...

class	ShellStrainLoad
	Load due to restricted material expansion or contraction on Shell elements. More...

class	ShellUniformLoad
	Uniform load over shell elements. More...

class	ShiftedExponentialRV

class	ShiftedRayleighRV

struct	SideSequence
	Order in edges of an hexaedron face. More...

class	SimoPisterWEnergy
	??. More...

class	Simple1GenBase
	Base class for objects that constructs PySimple1 materials (Boulanger, 2003) for pre-defined zeroLength elements. More...

class	SimpleDOF_Iter
	Iterator over the degrees of freedom of the analysis model. More...

class	SimpleFE_Iter
	Iterator over the model finite elements. More...

class	SimpleNumberer
	Triviel DOF numberer. More...

class	SimulatedRandomProcessSeries
	??. More...

class	SingleBar
	Single rebar (not included in a reinforcement layer). More...

class	SingleDomAllSFreedom_Iter

class	SingleDomEleIter

class	SingleDomLC_Iter

class	SingleDomMFreedom_Iter

class	SingleDomMRMFreedom_Iter

class	SingleDomNodIter

class	SingleDomSFreedom_Iter

class	SingleDomTIter

class	SingleFPSimple2d

class	SingleFPSimple3d

class	skymatrix

class	SmallDispCrdTransf2d
	Base class for small displacements 2D coordinate transformations. More...

class	SmallDispCrdTransf3d
	Base class for small displacements 3D coordinate transformations. More...

class	SocketAddress
	It is used to encapsulate the addresses used to send/recv messages using Berkeley sockets. More...

class	SolidMech2D
	Physical properties for solid mechanics. More...

class	SolutionAlgorithm
	Base class for solution algorithms. More...

class	Solver
	Solver for a system of equations. More...

class	SORMAnalysis

class	SparseGenColLinSOE
	Sparse nonsymmetric matrix linear system of equations. More...

class	SparseGenColLinSolver
	Base class for sparse general matrix linear SOE solver. More...

class	SparseGenRowLinSOE
	Sparse nonsymmetric matrix linear system of equations. More...

class	SparseGenRowLinSolver
	Base class for sparse general matrix linear SOE solvers. More...

class	SparseGenSOEBase
	Sparse unsymmetric matris system of equations. More...

class	SparseSOEBase
	Base class for sparse matrix systems of equations. More...

class	Spectrum

class	Spot
	Point object for section geometry definition. More...

class	Spring

class	SQLiteDatastore

class	SQPsearchDirectionMeritFunctionAndHessian

class	StandardEigenAlgo
	Standard eigenvalues algorithm. More...

class	StandardLinearOscillatorAccelerationFilter

class	StandardLinearOscillatorDisplacementFilter

class	StandardLinearOscillatorVelocityFilter

class	StandardReliabilityConvergenceCheck

class	StandardStream

class	StaticAnalysis
	performs a static analysis on the FE_Model. More...

class	StaticDomainDecompositionAnalysis
	StaticDomainDecompositionAnalysis is a subclass of DomainDecompositionAnalysis used to perform a static analysis step on a subdomain. More...

class	StaticIntegrator
	{staticFormTaylor} {equation} More...

class	StaticSensitivityIntegrator

class	Steel01
	Uniaxial material model for steel. More...

class	Steel02
	Uniaxial material for steel. More...

class	Steel03
	Steel 03 uniaxial material. More...

class	SteelBase
	Base class for steel uniaxial materials. More...

class	SteelBase0103
	Base class for Steel01 and Steel03. More...

class	StepSizeRule

class	StraightReinfLayer
	Set of rebars distributed along a segment. More...

class	straintensor
	Strain tensor. More...

class	stresstensor

class	Subdomain
	Domain enclosed in another domain. More...

class	SubdomainAnalysis
	SubdomainAnalysis is a subclass of AnalysisAnalysis, it is used when performing a domain decomposition analysis. More...

class	SubdomainIter

class	SubdomainNodIter
	Iterator on the subdomain nodes. More...

class	SubstructuringAnalysis
	SubstructuringAnalysis is a subclass of DomainDecompositionAnalysis. More...

class	SuperLU
	SuperLU based sparse general matrix linear SOE solver. More...

class	SurfaceMap
	Model points container. More...

class	SwapHeavierToLighterNeighbours
	A SwapHeavierToLighterNeighbours is an object used to balance a PartitionedDomain. More...

class	SymArpackSOE
	Arpack system of equations for symmetric matrices. More...

class	SymArpackSolver
	Arpack based symmetric matrix eigenvalue SOE solver. More...

class	SymBandEigenSOE
	Band symmetric matrix eigenvaules system of equations. More...

class	SymBandEigenSolver
	Base class for symmetric band matrix eigenvalue SOE solvers. More...

class	SymSparseLinSOE
	Sparse symmetric matrix systems of equations. More...

class	SymSparseLinSolver
	Solver for symmetric sparse linear SOE. More...

class	SystemAnalysis

class	SystemOfEqn
	System of equations base class. More...

class	T2Vector
	Tensor de segundo orden. More...

class	TaggedObject
	Object idenfied by an integer (tag). More...

class	TaggedObjectIter
	An TaggedObjectIter is an iter for returning the Components of an object of class TaggedObjectStorage. More...

class	TclGFunEvaluator

class	TclMatlabGFunEvaluator

class	TCP_Socket
	TCP_Socket is a sub-class of channel. More...

class	TCP_SocketNoDelay
	TCP_SocketNoDelay is a sub-class of channel. More...

class	Template3Dep
	3 More...

class	TensorCommMetaData
	Data about the address, size,... More...

class	ThreadedSuperLU
	Threaded SuperLU based sparse general matrix linear SOE solver. More...

class	Timer
	Measure of system resources. More...

class	TimeSeries
	Time variation of loads. More...

class	TimeSeriesIntegrator
	Time integration of time series. More...

class	TotalLagrangianFD20NodeBrick
	Twenty node hexahedron with lagrangian formulation. More...

class	TransfCooHandler
	Manager for the creation/deletion of coordinate transformations. More...

class	TransformationConstraintHandler
	TransformationConstraintHandler is a constraint handler for handling constraints using the Transformation method. More...

class	TransformationDOF_Group
	A TransformationDOF_Group object is instantiated by the TransformationConstraintHandler for every node in the domain which is constrained by an MFreedom_Constraint or an SFreedom_Constrant. More...

class	TransformationFE
	TransformationFE objects handle MFreedom_Constraints using the transformation method T^t K T. More...

class	TransientAnalysis
	Analysis of the time-dependent response of the model. More...

class	TransientDomainDecompositionAnalysis
	Transient analysis witn domain decomposition. More...

class	Translation
	Translation transformation. More...

class	TrapezoidalBeamIntegration
	Trapezoidal integration scheme. More...

class	TrapezoidalModulatingFunction

class	TrapezoidalTimeSeriesIntegrator
	integrates a ground motion TimeSeries using the trapezoidal rule. More...

class	TrfGeom
	Geometric transformation that can be applied to the components of a set. More...

class	Tri31
	3 node triangle. More...

class	TriangCell
	Triangle shaped cell for section discretization. More...

class	TriangleSeries
	Serie de ondas triangulares. More...

class	TriBase3N
	Base class for 3 node triangles. More...

class	TriFCYieldSurface
	Yield surface is based on article by Menetrey, P. More...

class	TrigSeries
	Trigonometric functions over time. More...

class	Truss
	Truss finite element. More...

class	TrussBase
	Base class for truss elements. More...

class	TrussSection
	Truss element with SectionForceDeformation material. More...

class	TrussStrainLoad
	Load due to restricted material expansion or contraction on truss elements. More...

class	Twenty_Node_Brick
	Twenty node exahedron. More...

class	TwentyEightNodeBrickUP
	Twenty eight node exahedron. More...

class	TwentyNodeBrick
	Twenty node exahedron. More...

class	TwentyNodeBrick_u_p_U
	twenty node exahedron. More...

class	TwentySevenNodeBrick
	Twenty seven node hexahedron with lagrangian formulation. More...

class	Type1LargestValueRV

class	Type1SmallestValueRV

class	Type2LargestValueRV

class	Type3SmallestValueRV

class	TzLiq1
	Uniaxial t-z material that incorporates liquefaction effects. More...

class	TzSimple1
	Simple uniaxial t-z material for use with a zeroLength element. More...

class	TzSimple1Gen
	Constructs TzSimple1 materials (Boulanger, 2003) for pre-defined zeroLength elements. More...

class	UDP_Socket
	DP_Socket is a sub-class of channel. More...

class	UmfpackGenLinSOE
	UMFPACK (see SuiteSparse) based systems of equations. More...

class	UmfpackGenLinSolver
	UMFPACK based sparse matrix linear SOE solver. More...

class	UnbalAndTangent
	Unbalanced force vector and tangent stiffness matrix. More...

class	UnbalAndTangentStorage
	Unbalanced force vector and tangent stiffness matrix. More...

class	UniaxialFiber
	Fiber of uniaxial material. More...

class	UniaxialFiber2d
	Uniaxial fiber on a bi-dimensional space. More...

class	UniaxialFiber3d
	Uniaxial fiber on a three-dimensional space. More...

class	UniaxialHistoryVars
	UniaxialHistoryVars stores values for strain and stiffness. More...

class	UniaxialMaterial
	Base class for uniaxial materials. More...

class	UniaxialMatPhysicalProperties
	Physical properties for shells. More...

class	UniaxialStateVars
	UniaxialStateVars stores values for material strain, stress and stiffness. More...

class	UniformExcitation
	Load pattern for a earthquake with a similar excitation for all supports. More...

class	UniformGrid
	Uniform mesh. More...

class	UniformGridMap
	Uniform grid container. More...

class	UniformRV

class	UpdatedLagrangianBeam2D
	Lagrangian 2D beam element. More...

class	UserDefinedBeamIntegration
	User defined integration over the beam. More...

class	UserDefinedBeamIntegrationBase
	Base class for user defined integration on beam elements. More...

class	UserDefinedHingeIntegration
	Base class for user defined integration on beam with hinges. More...

class	UserDefinedHingeIntegration2d
	User defined integration. More...

class	UserDefinedHingeIntegration3d
	3D hinge user defined integration. More...

class	UserDefinedHingeIntegrationBase
	Base class for hinge user defined integration. More...

class	UserDefinedRV

class	VariableTimeStepDirectIntegrationAnalysis
	perform a dynamic analysis on the FE_Model using a direct integration scheme. More...

class	VDependentFriction

class	Vector
	Float vector abstraction. More...

class	VectorCells
	Cells vector. More...

class	VectorReinfBar
	Reinforcement bars vector. More...

class	Vertex
	Vertex of a graph. More...

class	VertexIter
	Iterator over the vertices of the graph. More...

class	ViscousMaterial
	Viscous material. More...

class	VMPotentialSurface
	Von Mises potential surface. More...

class	VMYieldSurface
	Von Mises yield surface. More...

class	VPDependentFriction

class	WeibullRV

class	WEnergy
	?? More...

class	YieldSurface
	The goal is to create a platform for efficient and easy implemetation of any elasto-plastic constitutive model. More...

class	YieldSurface_BC
	Yield surface. More...

class	YieldSurface_BC2D
	BC 2D yield surface. More...

class	YieldSurfaceSection2d
	Base class for cross sections with yield surface on a bi-dimensional space (three DOFs for each section). More...

class	YS_Evolution
	Yield surface evolution. More...

class	YS_Evolution2D
	2D yield surface evolution. More...

class	YS_Section2D01
	Cross section with yield surface on a bi-dimensional problem (three DOFs for each section). More...

class	YS_Section2D02
	Cross section with yield surface fro bi-dimensional problem (three degrees of freedom in each section). More...

class	YsVisual

class	ZeroLength
	Zero length element. More...

class	ZeroLengthContact
	Zero length contact element. More...

class	ZeroLengthContact2D
	Zero length element for 2D contact problems. More...

class	ZeroLengthContact3D
	Zero lenght element for 3D problems. More...

class	ZeroLengthMaterials
	A ZeroLengthElement is defined by two nodes with the same coordinate. More...

class	ZeroLengthSection
	Zero length element with SectionForceDeformation material. More...

Typedefs
typedef std::map< std::string, LoadCombination * >	LoadCombinationMap
	LoadCombinations.

typedef std::set< Node * >	NodePtrSet

typedef std::list< Fiber * >	fiber_list
	fiber list.

typedef struct XC::fileDatastoreOutputFile	FileDatastoreOutputFile

typedef map< int, FileDatastoreOutputFile * >	MAP_FILES

typedef MAP_FILES::value_type	MAP_FILES_TYPE

typedef MAP_FILES::iterator	MAP_FILES_ITERATOR

typedef struct XC::intData	IntData

typedef struct XC::doubleData	DoubleData

Enumerations
enum	InfoType { UnknownType, IntType, DoubleType, IdType, VectorType, MatrixType, TensorType }

enum	DamageType { NotSpecified, Force, Deformation, PlasticDefo, TotalEnergy, PlasticEnergy }

enum	ClaseEsfuerzo { SIMPLE_TENSION, COMPOSED_TENSION, FLEXION_SIMPLE, FLEXION_COMPUESTA, COMPRESION_SIMPLE, COMPRESION_COMPUESTA, ERROR }

enum	meshing_dir { dirm_i, dirm_j, dirm_k }

enum	openMode { OVERWRITE, APPEND }

enum	floatField { FIXEDD, SCIENTIFIC }

Functions
std::ostream &	operator<< (std::ostream &, ConstrContainer &)

std::ostream &	operator<< (std::ostream &, Domain &)
	Insertion in an output stream.

int	sendDomain (Domain &, int posDbTag, DbTagData &, CommParameters &cp)
	Sends domain through the specified channel.

int	receiveDomain (Domain &, int posDbTag, DbTagData &, const CommParameters &cp)
	Receives the domain through the specified channel.

std::ostream &	operator<< (std::ostream &s, const PseudoTimeTracker &tt)

template<class T , class TIter >
T *	getIterPtr (TIter &titer)

template<class ELEM_LOAD >
ELEM_LOAD *	new_elem_load (LoadPattern *lp, int &tag_el)
	Adds a load over elements.

ElementalLoad *	procesa_element_load (LoadPattern *, int &, const std::string &)
	Crea una nueva load over element.

int	sendGroundMotionPtr (GroundMotion *, DbTagData &, CommParameters &cp, const BrokedPtrCommMetaData &)
	Envía a pointer al «ground motion» through the channel being passed as parameter. More...

GroundMotion *	receiveGroundMotionPtr (GroundMotion *, DbTagData &, const CommParameters &cp, const BrokedPtrCommMetaData &)
	Recibe a pointer a «ground motion» through the channel being passed as parameter. More...

std::ostream &	operator<< (std::ostream &os, const LoadCombination &)

int	sendTimeSeriesPtr (TimeSeries *, int posClassTag, int posDbTag, DbTagData &, CommParameters &cp)
	Envía a pointer a la serie through the channel being passed as parameter. More...

TimeSeries *	receiveTimeSeriesPtr (TimeSeries *, int posClassTag, int posDbTag, DbTagData &, const CommParameters &cp)
	Recibe a pointer a la serie through the channel being passed as parameter. More...

double	LovelyInnerProduct (const Vector &v, const Vector &w)
	Returns the inner product of the arguments.

double	LovelyNorm (const Vector &v)
	Returns the vector norm.

Vector	LovelyCrossProduct (const Vector &v, const Vector &w)
	Returns the cross product of the arguments.

Vector	LovelyEig (const Matrix &M)
	compute eigenvalues and vectors for a 3 x 3 symmetric matrix More...

int	sendEsfBeamColumn3d (const EsfBeamColumn3d &, int posDbTag, DbTagData &dt, CommParameters &cp)

int	receiveEsfBeamColumn3d (EsfBeamColumn3d &v, int posDbTag, DbTagData &dt, const CommParameters &cp)

int	sendBeamIntegrationPtr (BeamIntegration *, int posClassTag, int posDbTag, DbTagData &, CommParameters &)
	Envía a pointer a material through the channel being passed as parameter. More...

BeamIntegration *	receiveBeamIntegrationPtr (BeamIntegration *, int posClassTag, int posDbTag, DbTagData &, const CommParameters &)
	Recibe a pointer a material through the channel being passed as parameter. More...

std::ostream &	operator<< (std::ostream &, ForceBeamColumn2d &)
	Prints element information in the ouput stream.

std::ostream &	operator<< (std::ostream &, ForceBeamColumn3d &)

std::ostream &	operator<< (std::ostream &, NLBeamColumn2d &)

std::ostream &	operator<< (std::ostream &, NLBeamColumn3d &)

double	invert2by2Matrix (const Matrix &a, Matrix &b)

double	invert3by3Matrix (const Matrix &a, Matrix &b)

void	invertMatrix (int n, const Matrix &a, Matrix &b)

void	getCBDIinfluenceMatrix (int nIntegrPts, const Matrix &xi_pt, double L, Matrix &ls)

void	getCBDIinfluenceMatrix (int nIntegrPts, double *pts, double L, Matrix &ls)

std::ostream &	operator<< (std::ostream &os, const BodyForces &bf)
	Printing stuff.

std::ostream &	operator<< (std::ostream &, const FVector &)

const GaussModel	gauss_model_tria1 (Pos2d(0, 0), Pos2d(1, 0), Pos2d(0, 1), GaussPoint(Pos2d(0.333333333333333, 0.333333333333333), 0.5))

const GaussModel	gauss_model_tria3 (Pos2d(0, 0), Pos2d(1, 0), Pos2d(0, 1), GaussPoint(Pos2d(0.2, 0.2), 0.3334), GaussPoint(Pos2d(0.8, 0.1), 0.3334), GaussPoint(Pos2d(0.1, 0.8), 0.3334))

const GaussModel	gauss_model_quad4 (Pos2d(-1,-1), Pos2d(1,-1), Pos2d(1, 1), Pos2d(-1, 1), GaussPoint(Pos2d(-one_over_root3,-one_over_root3), 1), GaussPoint(Pos2d(one_over_root3,-one_over_root3), 1), GaussPoint(Pos2d(one_over_root3, one_over_root3), 1), GaussPoint(Pos2d(-one_over_root3, one_over_root3), 1))

const GaussModel	gauss_model_quad9 (Pos2d(-1,-1), Pos2d(0,-1), Pos2d(1,-1), Pos2d(1, 0), Pos2d(1, 1), Pos2d(0, 1), Pos2d(-1, 1), Pos2d(-1, 0), Pos2d(0, 0), GaussPoint(Pos2d(-root3_over_root5,-root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(0,-root3_over_root5), 40.0/81.0), GaussPoint(Pos2d(root3_over_root5,-root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(root3_over_root5, 0), 40.0/81.0), GaussPoint(Pos2d(root3_over_root5, root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(0, root3_over_root5), 40.0/81.0), GaussPoint(Pos2d(-root3_over_root5, root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(-root3_over_root5, 0), 40.0/81.0), GaussPoint(Pos2d(0, 0), 64.0/81.0))

bool	operator== (const ElemPos &A, const ElemPos &B)

std::ostream &	operator<< (std::ostream &, const NodePtrsWithIDs &)

std::ostream &	operator<< (std::ostream &, const ParticlePos3d &)

std::ostream &	operator<< (std::ostream &, const RayleighDampingFactors &)
	insertion on an output stream.

void	shp3d (const double ss[3], double &xsj, double shp[4][8], const double xl[3][8])

int	brcshl (double shl[4][20][27], double w[27], int nint, int nen)

std::ostream &	operator<< (std::ostream &, Mesh &)

std::ostream &	operator<< (std::ostream &os, const MeshEdge &me)
	Printing stuff.

std::deque< Polyline3d >	getContours (MeshEdges edges, const double &factor)
	returns closed contours from de edge set.

std::ostream &	operator<< (std::ostream &os, const MeshEdges &me)
	Printing stuff.

std::ostream &	operator<< (std::ostream &, const DummyNode &)

bool	operator== (const NodePos &A, const NodePos &B)

Pos3d	pos_node (const Node &nod, bool initialGeometry=true)
	Return the 3D position of the node. More...

std::set< Element * >	getElementsBetweenNodes (Node &, Node &)
	Returns the elements that are connected to both nodes.

std::set< Element * >	getConnectedElements (const NodePtrSet &)
	Returns the elements connected to any of the set nodes.

ElementEdges	getElementEdgesBetweenNodes (Node , Node )
	Returns the element edges that have both nodes as ends.

ElementEdges	getElementEdgesBetweenNodes (const NodePtrSet &)
	Returns the element edges with both end nodes included in the container being passed as parameter. More...

bool	in (const NodePtrSet &, const std::vector< const Node *> &)
	Returns true if the node pointers in nodes_edget are in the set being passed as parameter. More...

std::string	getXCVersion (void)

std::string	getXCVersionShort (void)

int	sendMaterialPtr (Material *, DbTagData &, CommParameters &cp, const BrokedPtrCommMetaData &)
	Sends a pointer to material through the communicator being passed as parameter. More...

Material *	receiveMaterialPtr (Material *, DbTagData &, const CommParameters &cp, const BrokedPtrCommMetaData &)
	Receives a pointer to material through the communicator being passed as parameter. More...

std::ostream &	operator<< (std::ostream &, const fdEvolution_S &)

std::ostream &	operator<< (std::ostream &, const fdEvolution_SLS &)

std::ostream &	operator<< (std::ostream &, const fdEvolution_T &)

std::ostream &	operator<< (std::ostream &, const fdEvolution_TL &)

std::ostream &	operator<< (std::ostream &, const fdFlow &)

std::ostream &	operator<< (std::ostream &, const fdFlowDP &)

std::ostream &	operator<< (std::ostream &, const fdFlowVM &)

std::ostream &	operator<< (std::ostream &, const fdYield &)

std::ostream &	operator<< (std::ostream &, const fdYieldDP &)

std::ostream &	operator<< (std::ostream &, const fdYieldVM &)

NDMaterial *	receiveNDMaterialPtr (NDMaterial *, DbTagData &, const CommParameters &, const BrokedPtrCommMetaData &)
	Recibe a pointer a material through the channel being passed as parameter.

double	operator&& (const Vector &, const Vector &)

std::ostream &	operator<< (std::ostream &, const CAMPotentialSurface &)

std::ostream &	operator<< (std::ostream &, const CAMYieldSurface &)

std::ostream &	operator<< (std::ostream &, const DPPotentialSurface &)

std::ostream &	operator<< (std::ostream &os, const MDPotentialSurface &PS)

std::ostream &	operator<< (std::ostream &, const DPYieldSurface &)

std::ostream &	operator<< (std::ostream &, const DPYieldSurface01 &)

std::ostream &	operator<< (std::ostream &, const XC::EvolutionLaw_L_Eeq &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_L_Eij &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_NL_Eeq &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_NL_Eij &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_NL_EijMD &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_NL_Ep &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_S &)

std::ostream &	operator<< (std::ostream &, const EvolutionLaw_T &)

std::ostream &	operator<< (std::ostream &, const EPState &)

std::ostream &	operator<< (std::ostream &os, const MDEvolutionLaw &MDEL)
	Print stuff.

std::ostream &	operator<< (std::ostream &, const MDPotentialSurface01 &)

std::ostream &	operator<< (std::ostream &, const MDYieldSurface &)

std::ostream &	operator<< (std::ostream &os, const PotentialSurface &PS)
	Print stuff.

double	g_0 (double, double)

double	g_prime (double, double)

double	g_second (double, double)

std::ostream &	operator<< (std::ostream &, const RMC01PotentialSurface &)

std::ostream &	operator<< (std::ostream &, const RMC01YieldSurface &)

std::ostream &	operator<< (std::ostream &os, const Template3Dep &MP)
	Printing stuff.

std::ostream &	operator<< (std::ostream &, const TriFCYieldSurface &)

std::ostream &	operator<< (std::ostream &, const VMPotentialSurface &)

std::ostream &	operator<< (std::ostream &, const VMYieldSurface &)

std::ostream &	operator<< (std::ostream &, const YieldSurface &)

std::ostream &	operator<< (std::ostream &os, const BaseElasticSection3d &scc)
	Printing sturr.

FiberSet	operator+ (const FiberSet &, const FiberSet &)
	Return the union of both containers.

FiberSet	operator- (const FiberSet &, const FiberSet &)
	Return the fibers in a that are not in b.

FiberSet	operator* (const FiberSet &, const FiberSet &)
	Return the fibers in a that are also in b.

FiberSection2d	FiberSectionReprToFiberSection2d (const int &tag, const FiberSectionRepr &fiberSectionRepr)

FiberSection3d	FiberSectionReprToFiberSection3d (const int &tag, const FiberSectionRepr &fiberSectionRepr)

FiberSectionGJ	FiberSectionReprToFiberSectionGJ (const int &tag, const FiberSectionRepr &fiberSectionRepr, const double &GJ)

InteractionDiagram	calc_interaction_diagram (const FiberSectionBase &, const InteractionDiagramData &)

InteractionDiagram2d	calcPlaneInteractionDiagram (const FiberSectionBase &scc, const InteractionDiagramData &, const double &)

InteractionDiagram2d	calcNMyInteractionDiagram (const FiberSectionBase &scc, const InteractionDiagramData &)

InteractionDiagram2d	calcNMzInteractionDiagram (const FiberSectionBase &scc, const InteractionDiagramData &)

std::ostream &	operator<< (std::ostream &os, const Pivots &p)
	Printing stuff.

std::ostream &	operator<< (std::ostream &, const Cell &)
	Insertion on an output stream.

std::ostream &	operator<< (std::ostream &, const CrossSectionProperties2d &)
	Insertion on an output stream.

std::set< const Axis * >	getConnectedLines (const Spot &p)
	Return the set of lines that touch the point being passed as parameter. More...

std::ostream &	operator<< (std::ostream &, GeomSection &)

std::ostream &	operator<< (std::ostream &, CircularSectRegion &)

std::ostream &	operator<< (std::ostream &, PolygonSectRegion &)

std::ostream &	operator<< (std::ostream &, QuadSectRegion &)

std::ostream &	operator<< (std::ostream &, const RegionContainer &)

std::ostream &	operator<< (std::ostream &, const SectRegion &)

std::ostream &	operator<< (std::ostream &s, const ReinfLayer &)

std::ostream &	operator<< (std::ostream &, FiberSectionRepr &)

std::ostream &	operator<< (std::ostream &, SectionRepres &)

std::ostream &	operator<< (std::ostream &os, const Conc02HistoryVars &hv)
	Printing stuff.

UniaxialMaterial *	receiveUniaxialMaterialPtr (UniaxialMaterial *, DbTagData &, const CommParameters &, const BrokedPtrCommMetaData &)
	Recibe a pointer a material through the channel being passed as parameter.

EntMdlrBase	operator+ (const EntMdlrBase &, const EntMdlrBase &)
	Return the union of both objects.

EntMdlrBase	operator- (const EntMdlrBase &, const EntMdlrBase &)
	Return the labels in a that are not in b.

EntMdlrBase	operator* (const EntMdlrBase &, const EntMdlrBase &)
	Return the labels in a that are also in b.

meshing_dir	str_to_meshing_dir (const std::string &)
	Return mesh direction from the string being passed as parameter (i, j or k).

ElemPtrArray3d	put_quad4N_on_mesh (const Element &e, const NodePtrArray3d &, meshing_dir dm)
	Place the elements on the mesh passed as parameter.

ElemPtrArray3d	put_quad9N_on_mesh (const Element &e, const NodePtrArray3d &, meshing_dir dm)
	Places the elements on the mesh passed as parameter.

std::set< const Body * >	getConnectedBodies (const Face &s)
	Return the bodies that touch the surface passed as parameter (neighbors). More...

bool	operator== (const CmbEdge::Side &il1, const CmbEdge::Side &il2)
	Operador de igualdad.

std::set< const Edge * >	getConnectedLines (const Pnt &p)
	Return the list of edges that have this point as starting or ending point.

size_t	calcula_ndiv_lados (const std::set< const XC::Edge *> &)
	Compute the number of divisions for each line to make it compatible with adjacent surface meshing. More...

std::set< const Face * >	getConnectedSurfaces (const Edge &l)
	Return the surfaces that touch the line.

Vector &	operator- (const Pnt &b, const Pnt &a)

const Edge *	find_connected_edge_const_ptr (const Pnt &, const Pnt &)
	Search for a line that connects the points.

const Edge *	find_connected_edge_const_ptr (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.

Edge *	find_connected_edge_ptr (const Pnt &, const Pnt &)
	Search for a line that connects the points.

Edge *	find_connected_edge_ptr (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.

Edge *	busca_edge_ptr_extremos (const Pnt &pA, const Pnt &pB)
	Search for a line that connects the points.

Edge *	busca_edge_ptr_extremos (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.

const Edge *	busca_edge_const_ptr_extremos (const Pnt &pA, const Pnt &pB)
	Search for a line that connects the points.

const Edge *	busca_edge_const_ptr_extremos (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.

std::ostream &	operator<< (std::ostream &os, const NodePtrArray3d &)

void	fix (const NodePtrArray3d &ttz, const SFreedom_Constraint &spc)

void	fix (const NodePtrArray3d::box_var_ref &box_ref, const SFreedom_Constraint &spc)

std::vector< int >	getNodeIdsQuad4N (const NodePtrArray3d::constant_i_layer_const_ref &nodes, const size_t &j, const size_t &k)

std::vector< int >	getNodeIdsQuad9N (const NodePtrArray3d::constant_i_layer_const_ref &nodes, const size_t &j, const size_t &k)

std::ostream &	operator<< (std::ostream &os, const PntPtrArray3d &)

std::vector< size_t >	getIdPointsQuad (const PntPtrArray3d::constant_i_layer_const_ref &, const size_t &j, const size_t &k)
	Return the indexes of the points (j,k),(j+1,k),(j+1,k+1),(j,k+1).

template<typename ELEM >
ELEM *	new_element (int tag_elem)

template<typename ELEM >
ELEM *	new_element_gen_mat (int tag_elem, const Material *ptrMat)
	Creates a new element and assigns it a material.

template<typename ELEM >
ELEM *	new_element_dim_gen_mat (int tag_elem, int dime, const Material *ptrMat)
	Creates a new element and assigns it a material.

template<typename ELEM >
ELEM *	new_element_dim_gen_mat_dir (int tag_elem, int dime, const Material *ptrMat, int d)

template<typename ELEM >
ELEM *	new_element_gen_mat_crd (int tag_elem, const Material ptrMat, const CrdTransf ptrTrf)

template<typename ELEM >
ELEM *	new_element_dim_gen_mat_crd (int tag_elem, int dime, const Material ptrMat, const CrdTransf ptrTrf)

template<typename ELEM >
ELEM *	new_element_ns_gen_mat_crd (int tag_elem, const Material ptrMat, int ns, const CrdTransf ptrTrf)

template<typename ELEM >
ELEM *	new_element_ns_gen_mat_crd_integ (int tag_elem, const Material ptrMat, int ns, const CrdTransf ptrTrf, const BeamIntegration *ptrInteg)

template<typename ELEM , typename MAT >
ELEM *	new_element_mat (int tag_elem, const Material *ptrMat)

template<typename ELEM >
ELEM *	new_element_mat_crd (int tag_elem, const Material ptrMat, const CrdTransf ptrTrf)

DqPtrsConstraint	operator+ (const DqPtrsConstraint &, const DqPtrsConstraint &)
	Return the union of both containers.

DqPtrsConstraint	operator- (const DqPtrsConstraint &, const DqPtrsConstraint &)
	Return the nodes in a that are not in b.

DqPtrsConstraint	operator* (const DqPtrsConstraint &, const DqPtrsConstraint &)
	Return the nodes in a that are also in b.

DqPtrsElem	operator+ (const DqPtrsElem &a, const DqPtrsElem &b)
	Return the union of both containers.

DqPtrsElem	operator- (const DqPtrsElem &a, const DqPtrsElem &b)
	Return the nodes in a that are not in b.

DqPtrsElem	operator* (const DqPtrsElem &a, const DqPtrsElem &b)
	Return the nodes in a that are also in b.

template<class T >
DqPtrsEntities< T >	operator+ (const DqPtrsEntities< T > &a, const DqPtrsEntities< T > &b)
	Return the union of both containers.

template<class T >
DqPtrsEntities< T >	operator- (const DqPtrsEntities< T > &a, const DqPtrsEntities< T > &b)
	Return the entities in a that are not in b (set difference).

template<class T >
DqPtrsEntities< T >	operator* (const DqPtrsEntities< T > &a, const DqPtrsEntities< T > &b)
	Return the entities in a that are also in b (set intersection).

template<class T , class KDTree >
DqPtrsKDTree< T, KDTree >	operator+ (const DqPtrsKDTree< T, KDTree > &a, const DqPtrsKDTree< T, KDTree > &b)
	Return the union of both containers.

template<class T , class KDTree >
DqPtrsKDTree< T, KDTree >	operator- (const DqPtrsKDTree< T, KDTree > &a, const DqPtrsKDTree< T, KDTree > &b)
	Return the objects in a that are not in b.

template<class T , class KDTree >
DqPtrsKDTree< T, KDTree >	operator* (const DqPtrsKDTree< T, KDTree > &a, const DqPtrsKDTree< T, KDTree > &b)
	Return the object in a that are also in b.

DqPtrsNode	operator+ (const DqPtrsNode &a, const DqPtrsNode &b)
	Return the union of both containers.

DqPtrsNode	operator- (const DqPtrsNode &a, const DqPtrsNode &b)
	Return the nodes in a that are not in b.

DqPtrsNode	operator* (const DqPtrsNode &a, const DqPtrsNode &b)
	Return the nodes in a that are also in b.

SetMeshComp	operator+ (const SetMeshComp &, const SetMeshComp &)
	Return the union of both objects.

SetMeshComp	operator- (const SetMeshComp &, const SetMeshComp &)
	Return the difference.

SetMeshComp	operator* (const SetMeshComp &, const SetMeshComp &)
	Return the intersection.

std::ostream &	operator<< (std::ostream &, const ArrayGraph &)
	Insertion on an output stream.

std::ostream &	operator<< (std::ostream &, Graph &)
	Prints stuff.

int	symFactorization (int fxadj, int adjncy, int neq, int LSPARSE, int xblkMY, int invpMY, int rowblksMY, OFFDBLK begblkMY, OFFDBLK firstMY, double penvMY, double diagMY)

std::ostream &	operator<< (std::ostream &, const DbTagData &)

template<class T >
int	sendMap (const std::map< std::string, T *> &m, CommParameters &cp, DbTagData &dt, const CommMetaData &meta)

template<class T >
int	receiveMap (std::map< std::string, T > &v, const CommParameters &cp, DbTagData &dt, const CommMetaData &meta, T (FEM_ObjectBroker::*ptrFunc)(int))

template<class T >
T *	getBrokedMovable (const int &dbTag, const int &classTag, const CommParameters &cp, T (FEM_ObjectBroker::ptrFunc)(int))

ID	getIDFromIntPtr (const int *, const int &)

std::ostream &	operator<< (std::ostream &, const ID &)
	A function is defined to allow user to print the IDs using streams.

std::ostream &	operator<< (std::ostream &, const IntPtrWrapper &)
	A function is defined to allow user to print the IntPtrWrappers using streams.

std::vector< int >	id_to_std_vector (const IntPtrWrapper &)
	Convierte el vector en un std::vector<double>.

Matrix	operator* (double, const Matrix &)

std::ostream &	operator<< (std::ostream &, const Matrix &)
	Output operator.

Matrix	m_double_to_matrix (const m_double &m)
	Converts a matrix of type m_double into other of type Matrix.

m_double	matrix_to_m_double (const Matrix &m)
	Converts a Matrix into an m_double.

Matrix	identity (const Matrix &m)

Matrix	transposed (const Matrix &m)
	Return the transposed of the parameter.

BJtensor	operator* (const double &lval, const BJtensor &rval)

BJtensor	operator+ (const BJtensor &, const BJtensor &)

BJtensor	operator- (const BJtensor &, const BJtensor &)

std::ostream &	operator<< (std::ostream &, const Cosseratstresstensor &)

nDarray	operator* (const double lval, const nDarray &rval)

std::ostream &	operator<< (std::ostream &, const straintensor &)

std::ostream &	operator<< (std::ostream &, const stresstensor &)

m_double	Vector_to_m_double (const Vector &)

Vector	operator* (double, const Vector &)
	operator.

std::vector< double >	vector_to_std_vector (const Vector &)
	Convierte el vector en un std::vector<double>.

m_double	vector_to_m_double (const Vector &)
	Convierte el vector en un m_double.

double	dot (const Vector &a, const Vector &b)

Matrix	prod_tensor (const Vector &, const Vector &)
	Producto tensorial de dos tensores de primer orden. More...

Matrix	operator & (const Vector &u, const Vector &v)

Vector	normalize (const Vector &)
	Returns the normalized vector (euclidean norm).

Vector	normalize_inf (const Vector &)
	Returns the normalized vector (infinity norm).

std::ostream &	operator<< (std::ostream &, const Vector &)
	A function is defined to allow user to print the vectors using std::ostream. More...

std::string	to_string (const Vector &)
	Returns a string that represents the vector.

int	getLibraryFunction (const char libName, const char functName, void libHandle, void funcHandle)

std::ostream &	operator<< (std::ostream &, TaggedObject &)
	Inserts the object on the output stream argument.

std::ostream &	operator<< (std::ostream &, const Timer &)
	Invokes {Print(s)} on the Timer object `E`.

boost::python::list	xc_id_to_py_list (const XC::ID &)

std::vector< double >	vector_double_from_py_object (const boost::python::object &)

std::vector< int >	vector_int_from_py_object (const boost::python::object &)

m_double	m_double_from_py_object (const boost::python::object &)

Variables
const GaussModel	gauss_model_empty

const double	root3 = sqrt(3.0)

const double	one_over_root3 = 1.0/root3

const double	root5 = sqrt(5.0)

const double	root3_over_root5 = root3/root5

XC::Vector	Info (109+3)

XC::Vector	InfoPt (FixedOrder FixedOrder FixedOrder *4+1)

XC::Vector	InfoSt (FixedOrder FixedOrder FixedOrder *6+1)

XC::Vector	Gsc (FixedOrder FixedOrder FixedOrder *3+1)

XC::Vector	InfoSpq2 (2)

XC::Vector	InfoMoment (109+3)

XC::Vector	InfoPlastic (FixedOrder FixedOrder FixedOrder *4+1)

XC::Vector	InfoStress (FixedOrder FixedOrder FixedOrder *6+1)

XC::Vector	GaussCoord (FixedOrder FixedOrder FixedOrder *3+1)

XC::Vector	Info_pq2 (2)

const std::string	strType3D = "3D"

const std::string	strTypeAxiSymmetric = "AxiSymmetric"

const std::string	strTypeAxiSymmetric2D = "AxiSymmetric2D"

const std::string	strTypeBeamFiber = "BeamFiber"

const std::string	strTypeElasticIsotropic3D = "ElasticIsotropic3D"

const std::string	strTypeFDEP3D = "FDEP3D"

const std::string	strTypeFiniteDeformationEP3D = "FiniteDeformationEP3D"

const std::string	strTypeFluidSolidPorous = "FluidSolidPorous"

const std::string	strTypePlaneStress2D = "PlaneStress2D"

const std::string	strTypePlaneStress = "PlaneStress"

const std::string	strTypePlaneStrain2D = "PlaneStrain2D"

const std::string	strTypePlaneStrain = "PlaneStrain"

const std::string	strTypePlateFiber = "PlateFiber"

const std::string	strTypePressureIndependMultiYield = "PressureIndependMultiYield"

const std::string	strTypePressureIndependMultiYield02 = "PressureIndependMultiiYield02"

const std::string	strTypeTemplate3Dep = "Template3Dep"

const std::string	strTypeThreeDimensional = "ThreeDimensional"

const std::string	strTypeThreeDimensionalFD = "ThreeDimensionalFD"

const std::string	strTypeError = "error"

const int	SECTION_RESPONSE_MZ = 1

const int	SECTION_RESPONSE_P = 2

const int	SECTION_RESPONSE_VY = 3

const int	SECTION_RESPONSE_MY = 4

const int	SECTION_RESPONSE_VZ = 5

const int	SECTION_RESPONSE_T = 6

const int	MEMBRANE_RESPONSE_n1 = 11

const int	MEMBRANE_RESPONSE_n2 = 12

const int	MEMBRANE_RESPONSE_n12 = 13

const int	PLATE_RESPONSE_m1 = 14

const int	PLATE_RESPONSE_m2 = 15

const int	PLATE_RESPONSE_m12 = 16

const int	PLATE_RESPONSE_q13 = 17

const int	PLATE_RESPONSE_q23 = 18

const RespPMz	RespElasticSection2d

const RespPMzV	RespElasticShSection2d

const RespVyP	RespBidirectional

const RespPMzMy	RespFiberSection3d

const RespPMzMyT	RespElasticSection3d

const RespPMzVyMyVzT	RespElasticShSection3d

const RespFiberSectionShear3d	RespFiberSectionSh3d

const RespPVyMz	RespIsolator2spring

const RespMembraneMaterial	RespMembraneMat

const RespPlateMaterial	RespPlateMat

const RespShellMaterial	RespShellMat

const double	STEEL_0103_DEFAULT_A1 = 0.0

const double	STEEL_0103_DEFAULT_A2 = 55.0

const double	STEEL_0103_DEFAULT_A3 = 0.0

const double	STEEL_0103_DEFAULT_A4 = 55.0

const double	DefaultPenaltyFactor = 1e7

const std::string	gVERSION

const std::string	gVERSION_SHORT

Detailed Description

Open source finite element program for structural analysis.

Grows/ shrinks one side while keeping the diametrically opposite end the same.

Useful for declaring inner-surfaces or pinching surfaces or just plain elastic-perfectly plastic surfaces that do not evolve.

Kinematic model is based on back-stress Isotropic model on plastic-deformations This one is also deformable.

================================================================================

Author
rkaul
Kp_isoXPos = Kp_isoXNeg = (should be) Kp_kinX Since kinematic is function of back-stress and isotropic is a function of plastic-strains - calibration will be difficult.

Therefore, this is a pseudo PeakOriented model, for true PeakOriented, use PeakOriented01

isotropic:kinematic ratio = 0.5:0.5

Author: rkaul

Function Documentation

§ calcula_ndiv_lados()

size_t XC::calcula_ndiv_lados ( const std::set< const XC::Edge *> & lados )

Compute the number of divisions for each line to make it compatible with adjacent surface meshing.

§ getConnectedBodies()

std::set< const XC::Body * > XC::getConnectedBodies ( const Face & s )

Return the bodies that touch the surface passed as parameter (neighbors).

§ getConnectedLines()

std::set< const XC::Axis * > XC::getConnectedLines ( const Spot & p )

Return the set of lines that touch the point being passed as parameter.

§ getElementEdgesBetweenNodes()

XC::ElementEdges XC::getElementEdgesBetweenNodes ( const NodePtrSet & nodes )

Returns the element edges with both end nodes included in the container being passed as parameter.

§ in()

bool XC::in	(	const NodePtrSet &	nodes,
		const std::vector< const Node *> &	nodes_edge
	)

Returns true if the node pointers in nodes_edget are in the set being passed as parameter.

§ LovelyEig()

XC::Vector XC::LovelyEig ( const Matrix & M )

compute eigenvalues and vectors for a 3 x 3 symmetric matrix

.... INPUTS: M(3,3) - matrix with initial values (only upper half used)

.... OUTPUTS v(3,3) - matrix of eigenvectors (by column) d(3) - eigenvalues associated with columns of v rot - number of rotations to diagonalize

---------------------------------------------------------——eig3== .... Storage done as follows:

   | v(1,1) v(1,2) v(1,3) |     |  d(1)  a(1)  a(3)  |
   | v(2,1) v(2,2) v(2,3) |  =  |  a(1)  d(2)  a(2)  |
   | v(3,1) v(3,2) v(3,3) |     |  a(3)  a(2)  d(3)  |

   Transformations performed on d(i) and a(i) and v(i,j) become
    the eigenvectors.

------------------------------------------------------------—eig3==

§ operator<<()

std::ostream & XC::operator<<	(	std::ostream &	s,
		const Vector &	V
	)

A function is defined to allow user to print the vectors using std::ostream.

§ pos_node()

Pos3d XC::pos_node	(	const Node &	nod,
		bool	initialGeometry = `true`
	)

Return the 3D position of the node.

Parameters

initialGeometry if true initial position of the node is considered.

§ prod_tensor()

XC::Matrix XC::prod_tensor	(	const Vector &	u,
		const Vector &	v
	)

Producto tensorial de dos tensores de primer orden.

Parameters

u	row vector.
v	column vector.

§ receiveBeamIntegrationPtr()

XC::BeamIntegration * XC::receiveBeamIntegrationPtr	(	BeamIntegration *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		const CommParameters &	cp
	)

Recibe a pointer a material through the channel being passed as parameter.

Parameters

posClassTag	index of the class tags in the data vector
posDbTag	index of the dbTag in the data vector

§ receiveGroundMotionPtr()

XC::GroundMotion * XC::receiveGroundMotionPtr	(	GroundMotion *	ptr,
		DbTagData &	dt,
		const CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Recibe a pointer a «ground motion» through the channel being passed as parameter.

Parameters

posClassTag	Index for the class identifier of the object (in ID).
posDbTag	Index for the dbTag of the object (in ID).

§ receiveMaterialPtr()

XC::Material * XC::receiveMaterialPtr	(	Material *	ptr,
		DbTagData &	dt,
		const CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Receives a pointer to material through the communicator being passed as parameter.

Parameters

posClassTag	Index of the material class identifier.
posDbTag	Index of the dbTag.

§ receiveTimeSeriesPtr()

XC::TimeSeries * XC::receiveTimeSeriesPtr	(	TimeSeries *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		const CommParameters &	cp
	)

Recibe a pointer a la serie through the channel being passed as parameter.

Parameters

posClassTag	index of class identifier in the data vector.
posDbTag	index of the dbTag in the data vector

§ sendBeamIntegrationPtr()

int XC::sendBeamIntegrationPtr	(	BeamIntegration *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		CommParameters &	cp
	)

Envía a pointer a material through the channel being passed as parameter.

Parameters

posClassTag	index of the class tags in the data vector
posDbTag	index of the dbTag in the data vector

§ sendGroundMotionPtr()

int XC::sendGroundMotionPtr	(	GroundMotion *	ptr,
		DbTagData &	dt,
		CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Envía a pointer al «ground motion» through the channel being passed as parameter.

Parameters

posClassTag	Index for the class identifier of the object (in ID).
posDbTag	Index for the dbTag of the object (in ID).

§ sendMaterialPtr()

int XC::sendMaterialPtr	(	Material *	ptr,
		DbTagData &	dt,
		CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Sends a pointer to material through the communicator being passed as parameter.

Parameters

posClassTag	Index of the material class identifier.
posDbTag	Index of the dbTag.

§ sendTimeSeriesPtr()

int XC::sendTimeSeriesPtr	(	TimeSeries *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		CommParameters &	cp
	)

Envía a pointer a la serie through the channel being passed as parameter.

Parameters

posClassTag	index of the class tag in the data vector.
posDbTag	index of the dbTag in the data vector

Classes

Typedefs

Enumerations

Functions

Variables

Detailed Description

Function Documentation

§ calcula_ndiv_lados()

§ getConnectedBodies()

§ getConnectedLines()

§ getElementEdgesBetweenNodes()

§ in()

§ LovelyEig()

§ operator<<()

§ pos_node()

§ prod_tensor()

§ receiveBeamIntegrationPtr()

§ receiveGroundMotionPtr()

§ receiveMaterialPtr()

§ receiveTimeSeriesPtr()

§ sendBeamIntegrationPtr()

§ sendGroundMotionPtr()

§ sendMaterialPtr()

§ sendTimeSeriesPtr()