OpenSees Examples Manual bacup: Difference between revisions

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NOTE: gravity analysis is always included as part of the model building.
NOTE: gravity analysis is always included as part of the model building.


==[[OpenSees Examples -- Introductory Example]]==
<h2 class="heading2">*[[OpenSees Examples -- Introductory Example]]</h2>
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==[[OpenSees Examples -- Simple Nonlinear Analysis Example]]==
<h2 class="heading2">*[[OpenSees Examples -- Simple Nonlinear Analysis Example]]</h2>
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==[[OpenSees Examples -- 2D Structural Modelling &amp; Analysis Examples]]==
<h2 class="heading2">*[[OpenSees Examples -- 2D Structural Modelling &amp; Analysis Examples]]</h2>
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==[[OpenSees Examples -- 3D Structural Modelling &amp; Analysis Examples]]==
<h2 class="heading2">*[[OpenSees Examples -- 3D Structural Modelling &amp; Analysis Examples]]</h2>
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==[[OpenSees Examples -- Section Modelling And Analysis]]==
<h2 class="heading2">*[[OpenSees Examples -- Section Modelling And Analysis]]</h2>
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Revision as of 20:15, 9 November 2009


The following examples are listed in order of simplicity.

NOTE: gravity analysis is always included as part of the model building.

*OpenSees Examples -- Introductory Example

 

Objectives and Characteristics

Model Types

Analysis Types

OpenSees Example 1a. 2D Elastic Cantilever Column

 

 

 

  • overview of basic OpenSees input structure
  • coordinates, boundary conditions, element connectivity, nodal masses, nodal loads, etc.
  • two-node, one element
  • elastic elements
  • static pushover analysis
  • dynamic earthquake-input analysis

OpenSees Example 1b. Elastic Portal Frame

 

 

 

  • two element types
  • distributed element loads
  • elastic elements
  • static pushover analysis
  • dynamic earthquake-input analysis

 

*OpenSees Examples -- Simple Nonlinear Analysis Example

 

 

 

Objectives and Characteristics

Model Types

Analysis Types

OpenSees Example 2a. Elastic Cantilever Column with variables

 

 

image

  • introduce variable: define & use
  • elastic element
  • static pushover analysis
  • dynamic earthquake-input analysis

OpenSees Example 2b. Nonlinear Cantilever Column: Uniaxial Inelastic Section

 

 

image

  • first example of nonlinear model, set nonlinearity at section level
  • nonlinearBeamColumn element
  • uniaxial section
  • static pushover analysis
  • dynamic earthquake-input analysis

 

OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Uniaxial Materials in Fiber Section

 

 

image

  • set nonlinearity at material level
  • material stress-strain response is assembled into fiber section
  • reinforced-concrete fiber section
  • nonlinearBeamColumn element
  • uniaxial material
  • fiber section (Reinforced-concrete fiber section)
  • static pushover analysis
  • dynamic earthquake-input analysis

 

*OpenSees Examples -- 2D Structural Modelling & Analysis Examples

 

 

 

 

Objectives and Characteristics

Model Types

Analysis Types

OpenSees Example 3. 2D RC Cantilever

 

 

 

image

  • units, defined and used (they will be used in all subsequent examples)
  • separate model-building and analysis files
  • introduce PDelta effects (or not)
  • elastic elements
  • inelastic uniaxial section
  • fiber section (Reinforced-concrete fiber section)
  • Linear, PDelta or Corotational Transformation
  • static pushover analysis
  • dynamic earthquake-input analysis (uniform excitation)

OpenSees Example 4. Portal Frame

 

 

 

image

  • use previously-defined procedures to simplify input
  • introduce more analysis types
  • introduce procedure to read database input motion files (data with text in first lines)
  • elastic elements
  • inelastic uniaxial section
  • inelastic fiber section (Reinforced-concrete fiber section)
  • static pushover analysis
  • static reversed cyclic analysis
  • dynamic sine-wave input analysis (uniform excitation)
  • dynamic earthquake-input analysis (uniform excitation)
  • dynamic sine-wave input analysis (multiple-support excitation)
  • dynamic earthquake-input analysis (multiple-support excitation)
  • dynamic bidirectional earthquake-input analysis (uniform excitation)

OpenSees Example 5. 2D Frame ? 3-story, 3-bay (RC & W-section)

 

image

  • 2D frame of fixed geometry: 3-story, 3-bay
  • nodes and elements are defined manually, one by one
  • Reinforced-Concrete Section
  • Steel W-Section
  • elastic uniaxial section
  • inelastic uniaxial section
  • inelastic fiber section
  • static pushover analysis
  • static reversed cyclic analysis
  • dynamic sine-wave input analysis (uniform excitation)
  • dynamic earthquake-input analysis (uniform excitation)
  • dynamic sine-wave input analysis (multiple-support excitation)
  • dynamic earthquake-input analysis (multiple-support excitation)
  • dynamic bidirectional earthquake-input analysis (uniform excitation)

OpenSees Example 6. Generic 2D Frame: N-story, N-bay (RC & W-section)

 

image

  • 2D frame geometry of variable geometry ( # stories and # bays are variables)
  • node and element definition is automated
  • use previously-defined procedures to view model node numbers and elements, deformed shape, and displacement history, in 2D
  • Reinforced-Concrete Section
  • Steel W-Section
  • elastic uniaxial section
  • inelastic uniaxial section
  • inelastic fiber section
  • static pushover analysis
  • static reversed cyclic analysis
  • dynamic sine-wave input analysis (uniform excitation)
  • dynamic earthquake-input analysis (uniform excitation)
  • dynamic sine-wave input analysis (multiple-support excitation)
  • dynamic earthquake-input analysis (multiple-support excitation)
  • dynamic bidirectional earthquake-input analysis (uniform excitation)

*OpenSees Examples -- 3D Structural Modelling & Analysis Examples

 

 

 

Objectives and Characteristics

Model Types

Analysis Types

OpenSees Example 7. 3D Moment-Resisting Frame (RC & W-section)

image

  • 3D frame of fixed geometry
  • nodes and elements are manually manually, one by one
  • introduce rigid floor diaphragm
  • use previously-defined procedures to view model node numbers and elements, deformed shape, and displacement history, in 3D
  • Reinforced-Concrete Section
  • Steel W-Section
  • Elastic or Fiber Section option is a variable within one input file
  • rigid diaphragm
  • static pushover analysis
  • static reversed cyclic analysis
  • dynamic sine-wave input analysis (uniform excitation)
  • dynamic earthquake-input analysis (uniform excitation)
  • dynamic sine-wave input analysis (multiple-support excitation)
  • dynamic earthquake-input analysis (multiple-support excitation)
  • dynamic bidirectional earthquake-input analysis (uniform excitation)

OpenSees Example 8. generic 3D Frame ? Nstory, NbayX,NBayZ (RC & W-section)

image

  • 3D frame geometry of variable geometry ( # stories and # bays in X and Z are variables)
  • node and element definition is automated
  • introduce user-input interface, the user is given the option as to what to view in model
  • Reinforced-Concrete Section
  • Steel W-Section
  • Elastic or Fiber Section option is a variable within one input file optional rigid diaphragm
  • rigid diaphragm
  • static pushover analysis
  • static reversed cyclic analysis
  • dynamic sine-wave input analysis (uniform excitation)
  • dynamic earthquake-input analysis (uniform excitation)
  • dynamic sine-wave input analysis (multiple-support excitation)
  • dynamic earthquake-input analysis (multiple-support excitation)
  • dynamic bidirectional earthquake-input analysis (uniform excitation)

 

 

 

*OpenSees Examples -- Section Modelling And Analysis

 

 

OpenSees Example 9. Build a Fiber Section

 

 

image

  • defined section using uniaxial behavior (define moment-curvature curve) or
  • define section using uniaxial materials (define stress curve) in fiber section

2D & 3D models of sections:

  • Uniaxial Nonlinear section
  • Fiber Steel W-section
  • Fiber RC symmetric rectangular unconfined-concrete section
  • Fiber RC symmetric rectangular unconfined & confined-concrete section
  • Fiber RC generalized rectangular section
  • Fiber RC generalized circular section
  • 2D & 3D static unidirectional moment-curvature analysis

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 






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