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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| | *[[Basic Examples Manual| Examples Manual]] | ||
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: 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. | ||
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*[[Examples Manual| Examples Manual]] | *[[Examples Manual| Advanced Examples Manual]] | ||
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: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. | ||
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: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. | ||
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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''' | ||
*[[Infill Wall Model and Element Removal]] | *[[Infill Wall Model and Element Removal]] | ||
*[[Pushover Analysis of 2-Story Moment Frame|Pushover Analysis of 2-Story Moment Frame (without panel zones)]] | *[[Pushover Analysis of 2-Story Moment Frame|Pushover Analysis of 2-Story Moment Frame (without panel zones)]] | ||
*[[Dynamic Analysis of 2-Story Moment Frame|Dynamic Analysis of 2-Story Moment Frame (without panel zones)]] | *[[Dynamic Analysis of 2-Story Moment Frame|Dynamic Analysis of 2-Story Moment Frame (without panel zones)]] | ||
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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]] | |||
*[[Mega-Tall Building Benchmark Models]] | |||
*[[Earthquake in Any Direction]] | |||
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*Parallel Examples | |||
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*[[Simple Parameter Study]] | |||
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*[[Rigid Diaphragm Consequences]] | *[[Rigid Diaphragm Consequences]] | ||
*[[Calling Matlab from a Scipt]] | *[[Calling Matlab from a Scipt]] | ||
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
- 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
- Mega-Tall Building Benchmark Models
- Earthquake in Any Direction
- Parallel Examples
- Interesting Articles