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The following combinations of model-building and analysis can be performed with this example:
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Static Pushover Analysis --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Static.Push.tcl
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Static Reversed-Cyclic Analysis --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Static.Cycle.tcl
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Uniform Sine-wave Excitation --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.Uniform.tcl
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Uniform Earthquake Excitation --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.Uniform.tcl
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Multiple-support Sine-wave Excitation --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.multipleSupport.tcl
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Multiple-support Earthquake Excitation --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl
puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --" puts " -- Bidirectional Earthquake Excitation --" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.bidirect.tcl
puts " -- -----------------------------------------------------------------"
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Static Pushover Analysis --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Static.Push.tcl
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Static Reversed-Cyclic Analysis --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Static.Cycle.tcl
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Uniform Sine-wave Excitation --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.Uniform.tcl
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Uniform Earthquake Excitation --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.Uniform.tcl
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Multiple-support Sine-wave Excitation --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.multipleSupport.tcl
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Multiple-support Earthquake Excitation --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl
puts " -- Uniaxial Inelastic Section, Nonlinear Model --" puts " -- Bidirectional Earthquake Excitation --" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.bidirect.tcl
puts " -- ----------------------------------------------------------------- "
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Static Pushover Analysis --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Static.Push.tcl
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Static Reversed-Cyclic Analysis --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Static.Cycle.tcl
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Uniform Sine-wave Excitation --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.Uniform.tcl
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Uniform Earthquake Excitation --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.Uniform.tcl
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Multiple-support Sine-wave Excitation --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.multipleSupport.tcl
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Multiple-support Earthquake Excitation --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl
puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --" puts " -- Bidirectional Earthquake Excitation --" source Ex5.Frame2D.build.InelasticFiberWSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.bidirect.tcl
puts " -- ----------------------------------------------------------------- "
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Static Pushover Analysis --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Static.Push.tcl
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Static Reversed-Cyclic Analysis --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Static.Cycle.tcl
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Uniform Sine-RCave Excitation --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.Uniform.tcl
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Uniform Earthquake Excitation --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.Uniform.tcl
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Multiple-support Sine-RCave Excitation --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Dynamic.sine.multipleSupport.tcl
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Multiple-support Earthquake Excitation --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl
puts " -- Uniaxial Inelastic Material, Fiber RC-Section, Nonlinear Model --" puts " -- Bidirectional Earthquake Excitation --" source Ex5.Frame2D.build.InelasticFiberRCSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.bidirect.tcl
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