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'''OpenSees evolves. So, it is possible that recent versions of OpenSees will give errors with these examples.'''
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*[[Basic Examples Manual| Examples Manual]]
*[[Basic Examples Manual| Examples Manual]]
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'''Geotechnical Examples'''
'''Geotechnical Examples'''
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*[[Laterally-Loaded Pile Foundation|Laterally-Loaded Pile Foundation (Static Analysis)]]
*[[Laterally-Loaded Pile Foundation|Laterally-Loaded Pile Foundation (Static Analysis)]]
*[[One-dimensional Consolidation]]
*[[One-dimensional Consolidation]]
*[[Site Response Analysis of a Layered Soil Column (Total Stress Analysis)| Total Stress Site Response Analysis of a Layered Soil Column]]
*[[Site Response Analysis of a Layered Soil Column (Total Stress Analysis)|2D Total Stress Site Response Analysis of a Layered Soil Column]]
*[[Effective Stress Site Response Analysis of a Layered Soil Column]]
*[[Effective Stress Site Response Analysis of a Layered Soil Column|2D Effective Stress Site Response Analysis of a Layered Soil Column]]
*[[Dynamic 2D Effective Stress Analysis of Slope|Dynamic Effective Stress Analysis of a Slope]]
*[[Dynamic 2D Effective Stress Analysis of Slope|Dynamic Effective Stress Analysis of a Slope]]
*[[GiD ProblemTypes for 2D Slope Analysis Input File Generation]]
*[[GiD ProblemTypes for 2D Slope Analysis Input File Generation]]
*[[Excavation Supported by Cantilevered Sheet Pile Wall]]
*[[Excavation Supported by Cantilevered Sheet Pile Wall]]
*[[Three-Dimensional Site Response Analysis of Sloping Ground|3D Site Response Analysis of Sloping Ground]]
*[[Deep Foundation Subject to Lateral Spreading|Deep Foundation Subject to Lateral Spreading (p-y spring analysis)]]


'''Structural Examples'''
'''Structural Examples'''
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*[[Dynamic Analyses of 1-Story Moment Frame with Viscous Dampers]]
*[[Dynamic Analyses of 1-Story Moment Frame with Viscous Dampers]]
*[[Parameter Study using Parallel Processing]]
*[[Parameter Study using Parallel Processing]]
 
*[[SCBF Model]]
'''Material Calibration Examples'''
*[[Mega-Tall Building Benchmark Models]]
 
*[[Earthquake in Any Direction]]
*[[Calibration of Maxwell Material]]
 


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Latest revision as of 17:34, 6 March 2022

OpenSees evolves. So, it is possible that recent versions of OpenSees will give errors with these examples.



The OpenSees Basic Examples Manual contains examples for new users. It contains very simple examples on how to perform analysis of truss, frame and continuum models. It is a resource intended for new users of OpenSees. It only touches on the benefits that programming using the tcl language can provide.




The OpenSees Advanced Examples Manual contains examples on how to create models and perform simulations on those models.
It has examples ranging from simple single element linear models to complex 3D nonlinear fiber models.
These examples are intended only to show the usage of the commands available in OpenSees. They are not necessarily examples showing the best of practice.
New users to OpenSees are encouraged to use the Basic Examples Manual as this manual can be quite intimidating for new users.




The OpenSees Sensitivity Analysis contains commands and application examples on how to perform response sensitivity analysis.
These examples are intended only to show the usage of the commands available in OpenSees. They are not necessarily examples showing the best of practice.


  • Practical Examples



Geotechnical Examples

Structural Examples

  • Parallel Examples



  • Interesting Articles