OpenSees Example 5. 2D Frame, 3-story 3-bay, Reinforced-Concrete Section & Steel W-Section: Difference between revisions
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<strong>Files</strong> | <strong>Files</strong> | ||
*[[Media:Ex5.Frame2D.analyze.Dynamic.sine. | *[[Media:Ex5.Frame2D.analyze.Dynamic.sine.Uniform.tcl|Ex5.Frame2D.analyze.Dynamic.sine.Uniform.tcl]] | ||
*[[Media:LibAnalysisDynamicParameters.tcl|LibAnalysisDynamicParameters.tcl]] | *[[Media:LibAnalysisDynamicParameters.tcl|LibAnalysisDynamicParameters.tcl]] | ||
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*[[Media:Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl|Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl]] (this file needs to be corrected for displacement input) | *[[Media:Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl|Ex5.Frame2D.analyze.Dynamic.EQ.multipleSupport.tcl]] (this file needs to be corrected for displacement input) | ||
*[[Media:LibAnalysisDynamicParameters.tcl|LibAnalysisDynamicParameters.tcl]] | *[[Media:LibAnalysisDynamicParameters.tcl|LibAnalysisDynamicParameters.tcl]] | ||
*[[Media: | *[[Media:ReadSMDFile.tcl|ReadSMDFile.tcl]] | ||
*[[Media:H-E12140D.zip|H-E12140.DT2]] (Displacement recording) | *[[Media:H-E12140D.zip|H-E12140.DT2]] (Displacement recording) | ||
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Latest revision as of 18:08, 3 November 2010
Introduction
This examples demonstrates how to build a 3-story,3-bay frame. The nodes and elements are specified one by one.
Input
Model Building
The following tasks are performed when building the model
- define units
- define model
- define recorders for output
- define & apply gravity
Elastic Element
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Distributed Plasticity Element, Uniaxial Section
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Distributed Plasticity Element, Fiber Section
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Lateral-Load Analysis
The following tasks are performed in the analysis
- define lateral-load parameters
- analyze
Static
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Dynamic EQ Ground Motion
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Run
The model and analysis combinations for this example are numerous. The following are an small subset, for demonstration purposes:
- To run Elastic Mode, Static Pushover Analysis:
puts " -------------Elastic Model -------------" puts " -------------Static Pushover Analysis -------------" source Ex5.Frame2D.build.ElasticSection.tcl source Ex5.Frame2D.analyze.Static.Push.tcl
- To run Uniaxial Inelastic Section, Nonlinear Model, Uniform Earthquake Excitation
puts " -------------Uniaxial Inelastic Section, Nonlinear Model -------------" puts " -------------Uniform Earthquake Excitation -------------" source Ex5.Frame2D.build.InelasticSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.Uniform.tcl
- To run Uniaxial Inelastic Material, Fiber Section, Nonlinear Model, Dynamic Bidirectional Earthquake Ground Motion
puts " -------------Uniaxial Inelastic Material, Fiber Section, Nonlinear Model -------------" puts " -------------Dynamic Bidirectional Earthquake Ground Motion -------------" source Ex5.Frame2D.build.InelasticFiberSection.tcl source Ex5.Frame2D.analyze.Dynamic.EQ.bidirect.tcl
Notes
Return to OpenSees Examples Manual -- Structural Models & Analyses
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