Examples: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
| Line 1: | Line 1: | ||
{{#menu: | {{#menu: | ||
*[[Basic Examples Manual| | *[[Basic Examples Manual| Examples Manual]] | ||
}} | }} | ||
<br><br> | <br><br> | ||
: The OpenSees [[Basic Examples Manual| 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 [[Basic Examples Manual| 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. | ||
{{#menu: | {{#menu: | ||
*[[Examples Manual| Examples Manual]] | *[[Examples Manual| Advanced Examples Manual]] | ||
}} | }} | ||
<br><br> | <br><br> | ||
:The OpenSees [[Examples Manual| Examples Manual]] contains examples on how to create models and perform simulations on those models. | :The OpenSees [[Examples Manual| 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. | :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. | :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. | ||
| Line 24: | Line 25: | ||
:The OpenSees [[Sensitivity Analysis | Sensitivity Analysis]] contains commands and application examples on how to perform response sensitivity analysis. | :The OpenSees [[Sensitivity Analysis | 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. | :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. | ||
{{#menu: | {{#menu: | ||
| Line 52: | Line 54: | ||
*[[Calibration of Maxwell Material]] | *[[Calibration of Maxwell Material]] | ||
{{#menu: | {{#menu: | ||
| Line 57: | Line 60: | ||
}} | }} | ||
<br><br> | <br><br> | ||
*[[Rigid Diaphragm Consequences]] | *[[Rigid Diaphragm Consequences]] | ||
*[[Calling Matlab from a Scipt]] | *[[Calling Matlab from a Scipt]] | ||
Revision as of 18:39, 15 March 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
- Simulating a Centrifuge Test
- Laterally-Loaded Pile Foundation (Static Analysis)
- One-dimensional Consolidation
- Total Stress Site Response Analysis of a Layered Soil Column
- Effective Stress Site Response Analysis of a Layered Soil Column
- Dynamic Effective Stress Analysis of a Slope
- GiD ProblemTypes for 2D Slope Analysis Input File Generation
- Excavation Supported by Cantilevered Sheet Pile Wall
Structural Examples
- Infill Wall Model and Element Removal
- Pushover Analysis of 2-Story Moment Frame (without panel zones)
- Dynamic Analysis of 2-Story Moment Frame (without panel zones)
- Pushover and Dynamic Analyses of 2-Story Moment Frame with Panel Zones and RBS
- Dynamic Analyses of 1-Story Moment Frame with Viscous Dampers
- Parameter Study using Parallel Processing
Material Calibration Examples
- Interesting Articles