Example 6. Model & Analysis Combinations & Results

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 Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Static.Push.tcl

puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --"

puts " -- Static Reversed-Cyclic Analysis --"

source Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Static.Cycle.tcl

puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --"

puts " -- Uniform Sine-wave Excitation --"

source Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.sine.Uniform.tcl

puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --"

puts " -- Uniform Earthquake Excitation --"

source Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.EQ.Uniform.tcl

puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --"

puts " -- Multiple-support Sine-wave Excitation --"

source Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.sine.multipleSupport.tcl

puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --"

puts " -- Multiple-support Earthquake Excitation --"

source Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.eq.multipleSupport.tcl

puts " -- Elastic Model: Elastic Uniaxial Section, Nonlinear Element --"

puts " -- Bidirectional Earthquake Excitation --"

source Ex6.genericFrame2D.build.ElasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.EQ.bidirect.tcl

puts " -- ----------------------------------------------------------------- "

puts " -- Uniaxial Inelastic Section, Nonlinear Model --"

puts " -- Static Pushover Analysis --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Static.Push.tcl

puts " -- Uniaxial Inelastic Section, Nonlinear Model --"

puts " -- Static Reversed-Cyclic Analysis --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Static.Cycle.tcl

puts " -- Uniaxial Inelastic Section, Nonlinear Model --"

puts " -- Uniform Sine-wave Excitation --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.sine.Uniform.tcl

puts " -- Uniaxial Inelastic Section, Nonlinear Model --"

puts " -- Uniform Earthquake Excitation --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.EQ.Uniform.tcl

puts " -- Uniaxial Inelastic Section, Nonlinear Model --"

puts " -- Multiple-support Sine-wave Excitation --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.sine.multipleSupport.tcl

puts " -- Uniaxial Inelastic Section, Nonlinear Model --"

puts " -- Multiple-support Earthquake Excitation --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.eq.multipleSupport.tcl

puts " -- Inelastic Uniaxial Section, Nonlinear Model --"

puts " -- Bidirectional Earthquake Excitation --"

source Ex6.genericFrame2D.build.InelasticSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.EQ.bidirect.tcl

puts " -- ----------------------------------------------------------------- "

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Static Pushover Analysis --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Static.Push.tcl

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Static Reversed-Cyclic Analysis --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Static.Cycle.tcl

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Uniform Sine-wave Excitation --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.sine.Uniform.tcl

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Uniform Earthquake Excitation --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.EQ.Uniform.tcl

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Multiple-support Sine-wave Excitation --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.sine.multipleSupport.tcl

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Multiple-support Earthquake Excitation --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.eq.multipleSupport.tcl

puts " -- Uniaxial Inelastic Material, Fiber W-Section, Nonlinear Model --"

puts " -- Bidirectional Earthquake Excitation --"

source Ex6.genericFrame2D.build.InelasticFiberWSection.tcl

source Ex6.genericFrame2D.analyze.Dynamic.EQ.bidirect.tcl