文件名称:OpenSees2.2.1
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opensees，伯克利的一款非常优秀的动力分析软件，开源的，最新版本-opensees, Berkeley' s a very good dynamic analysis software, open source, the latest version
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OpenSees2.2.1\COPYRIGHT
.............\CVS
.............\...\Entries
.............\...\Entries.Log
.............\...\Repository
.............\...\Root
.............\...\Template
.............\EXAMPLES
.............\........\3D-el-pl-Examples
.............\........\.................\CVS
.............\........\.................\...\Entries
.............\........\.................\...\Repository
.............\........\.................\...\Root
.............\........\.................\...\Template
.............\........\.................\main.cpp
.............\........\.................\main_ElasticIsotropic3D.cpp
.............\........\.................\main_Template3Dep.cpp
.............\........\.................\Makefile
.............\........\ComputationalGeomechanicsCourseExamples
.............\........\.......................................\CVS
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.............\........\.......................................\...\Repository
.............\........\.......................................\...\Root
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.............\........\.......................................\Example01.ops
.............\........\.......................................\Example02.ops
.............\........\.......................................\Example03.ops
.............\........\.......................................\Example04.ops
.............\........\CVS
.............\........\...\Entries
.............\........\...\Entries.Log
.............\........\...\Repository
.............\........\...\Root
.............\........\...\Template
.............\........\DatastarExamples
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.............\........\................\...\Entries
.............\........\................\...\Repository
.............\........\................\...\Root
.............\........\................\...\Template
.............\........\................\Example1.tcl
.............\........\................\README
.............\........\................\submit1
.............\........\Example1
.............\........\........\CVS
.............\........\........\...\Entries
.............\........\........\...\Repository
.............\........\........\...\Root
.............\........\........\...\Template
.............\........\........\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
.............\........\..............\........\CVS
.............\........\..............\........\...\Entries
.............\........\..............\........\...\Repository
.............\........\..............\........\...\Root
.............\........\..............\........\...\Template
.............\........\..............\........\elements.dat
.............\........\..............\........\elements.ops
.............\........\..............\........\ForceTopPlatenMoveDownHorizontally.tcl
.............\........\..............\........\headers.dat
.............\........\..............\........\InputElements.tcl
.............\........\..............\........\InputNodes.tcl
.............\........\..............\........\IsotropicCompression_Analysis.tcl
.............\........\..............\........\nodes.dat
.............\........\..............\........\nodes.ops
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.............\CVS
.............\...\Entries
.............\...\Entries.Log
.............\...\Repository
.............\...\Root
.............\...\Template
.............\EXAMPLES
.............\........\3D-el-pl-Examples
.............\........\.................\CVS
.............\........\.................\...\Entries
.............\........\.................\...\Repository
.............\........\.................\...\Root
.............\........\.................\...\Template
.............\........\.................\main.cpp
.............\........\.................\main_ElasticIsotropic3D.cpp
.............\........\.................\main_Template3Dep.cpp
.............\........\.................\Makefile
.............\........\ComputationalGeomechanicsCourseExamples
.............\........\.......................................\CVS
.............\........\.......................................\...\Entries
.............\........\.......................................\...\Repository
.............\........\.......................................\...\Root
.............\........\.......................................\...\Template
.............\........\.......................................\Example01.ops
.............\........\.......................................\Example02.ops
.............\........\.......................................\Example03.ops
.............\........\.......................................\Example04.ops
.............\........\CVS
.............\........\...\Entries
.............\........\...\Entries.Log
.............\........\...\Repository
.............\........\...\Root
.............\........\...\Template
.............\........\DatastarExamples
.............\........\................\CVS
.............\........\................\...\Entries
.............\........\................\...\Repository
.............\........\................\...\Root
.............\........\................\...\Template
.............\........\................\Example1.tcl
.............\........\................\README
.............\........\................\submit1
.............\........\Example1
.............\........\........\CVS
.............\........\........\...\Entries
.............\........\........\...\Repository
.............\........\........\...\Root
.............\........\........\...\Template
.............\........\........\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
.............\........\..............\........\CVS
.............\........\..............\........\...\Entries
.............\........\..............\........\...\Repository
.............\........\..............\........\...\Root
.............\........\..............\........\...\Template
.............\........\..............\........\elements.dat
.............\........\..............\........\elements.ops
.............\........\..............\........\ForceTopPlatenMoveDownHorizontally.tcl
.............\........\..............\........\headers.dat
.............\........\..............\........\InputElements.tcl
.............\........\..............\........\InputNodes.tcl
.............\........\..............\........\IsotropicCompression_Analysis.tcl
.............\........\..............\........\nodes.dat
.............\........\..............\........\nodes.ops
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