OpenSees2.2.2 official source

OpenSees\COPYRIGHT
........\EXAMPLES
........\........\3D-el-pl-Examples
........\........\.................\main.cpp
........\........\.................\main_ElasticIsotropic3D.cpp
........\........\.................\main_Template3Dep.cpp
........\........\.................\Makefile
........\........\ComputationalGeomechanicsCourseExamples
........\........\.......................................\Example01.ops
........\........\.......................................\Example02.ops
........\........\.......................................\Example03.ops
........\........\.......................................\Example04.ops
........\........\DatastarExamples
........\........\................\Example1.tcl
........\........\................\README
........\........\................\submit1
........\........\Example1
........\........\........\main.cpp
........\........\........\Makefile
........\........\ExampleScripts
........\........\..............\27NodeCorrected.ops
........\........\..............\ArcLength01.tcl
........\........\..............\ArcLength02.tcl
........\........\..............\ARL360.at2
........\........\..............\CrossAnisotropicElastic.tcl
........\........\..............\Cube_tcl
........\........\..............\........\Apply_FrictionBC.tcl
........\........\..............\........\Apply_IsotropicPressure.tcl
........\........\..............\........\AxialLoad_Analysis.tcl
........\........\..............\........\CreateMaterialModels.tcl
........\........\..............\........\Cubic_Me
........\........\..............\........\Cubic_sm
........\........\..............\........\elements.dat
........\........\..............\........\elements.ops
........\........\..............\........\ForceTopPlatenMoveDownHorizontally.tcl
........\........\..............\........\headers.dat
........\........\..............\........\InputElements.tcl
........\........\..............\........\InputNodes.tcl
........\........\..............\........\IsotropicCompression_Analysis.tcl
........\........\..............\........\nodes.dat
........\........\..............\........\nodes.ops
........\........\..............\........\nodes_ptop.dat
........\........\..............\........\Parameters.tcl
........\........\..............\........\pile_posi_elements.dat
........\........\..............\........\README
........\........\..............\........\run
........\........\..............\........\SetupAxialLoadRecorder.tcl
........\........\..............\........\SetupIsotropicCompressionRecorder.tcl
........\........\..............\........\SetupLinkFileforJoey3D.tcl
........\........\..............\........\shearnodes.dat
........\........\..............\........\surfnodes.dat
........\........\..............\........\TriSimu_Sand.tcl
........\........\..............\........\Units.tcl
........\........\..............\DRM.tcl
........\........\..............\DRMtcl
........\........\..............\......\Apply_BC.tcl
........\........\..............\......\Apply_PlasticBowlLoading.tcl
........\........\..............\......\CreateMaterialModels.tcl
........\........\..............\......\DisplL.out
........\........\..............\......\elements.dat
........\........\..............\......\elements.ops
........\........\..............\......\Inp_acce.dat
........\........\..............\......\Inp_disp.dat
........\........\..............\......\InputElements.tcl
........\........\..............\......\InputNodes.tcl
........\........\..............\......\nodes.dat
........\........\..............\......\nodes.ops
........\........\..............\......\nodes_ptop.dat.bak
........\........\..............\......\Parameters.tcl
........\........\..............\......\PBElements.dat
........\........\..............\......\PBowl_Analysis.tcl
........\........\..............\......\SetupLinkFileforJoey3D.tcl
........\........\..............\......\SetupPBowlAnalysisRecorder.tcl
........\........\..............\......\Units.tcl
........\........\..............\Example1.1.tcl
........\........\..............\e

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