Difference between revisions of "Examples"
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Revision as of 18:56, 21 August 2013
- 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.
Geotechnical Examples
- Simulating a Centrifuge Test
- Laterally-Loaded Pile Foundation (Static Analysis)
- One-dimensional Consolidation
- 2D Total Stress Site Response Analysis of a Layered Soil Column
- 2D 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
- 3D Site Response Analysis of Sloping Ground
- Deep Foundation Subject to Lateral Spreading (p-y spring analysis)
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
- SCBF Model
- Single Story Frame with Viscous Damper
