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The following combinations of model-building and analysis can be performed with this example:
puts " -------------Elastic Model -------------" puts " -------------Static Pushover Analysis -------------" source Ex3.Canti2D.build.ElasticElement.tcl source Ex3.Canti2D.analyze.Static.Push.tcl
puts " -------------Elastic Model -------------" puts " -------------Uniform Earthquake Excitation -------------" source Ex3.Canti2D.build.ElasticElement.tcl source Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl
puts " -------------Uniaxial Inelastic Section, Nonlinear Model -------------" puts " -------------Static Pushover Analysis -------------" source Ex3.Canti2D.build.InelasticSection.tcl source Ex3.Canti2D.analyze.Static.Push.tcl
puts " -------------Uniaxial Inelastic Section, Nonlinear Model -------------" puts " -------------Uniform Earthquake Excitation -------------" source Ex3.Canti2D.build.InelasticSection.tcl source Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl
puts " -------------Uniaxial Inelastic Material, Fiber Section, Nonlinear Model -------------" puts " -------------Static Pushover Analysis -------------" source Ex3.Canti2D.build.InelasticFiberSection.tcl source Ex3.Canti2D.analyze.Static.Push.tcl
puts " -------------Uniaxial Inelastic Material, Fiber Section, Nonlinear Model -------------" puts " -------------Uniform Earthquake Excitation -------------" source Ex3.Canti2D.build.InelasticFiberSection.tcl source Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl
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