Examples: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
No edit summary
No edit summary
Line 31: Line 31:
}}
}}
<br><br>
<br><br>


'''Geotechnical Examples'''
'''Geotechnical Examples'''
Line 42: Line 41:
*[[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]]


'''Structural Examples'''
'''Structural Examples'''

Revision as of 21:57, 15 December 2011



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

Material Calibration Examples


  • Parallel Examples



  • Interesting Articles