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Added documentation for the dynamic lateral response of a monopile foundation, including references and source code.
added 4 files from the results of the lateral spreading example
wrong folder
wrong folder
wrong folder
wrong folder
files generated from the dynamic py pile example
pile model drawing for lateral spreading example
Updated download links and clarified directory information for dynamic analyses.
Added main file for example of monopile foundation with lateral dynamic py springs subjected to earthquake motion and lateral spreading
Updated line references for loading path and corrected minor text.
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Copilot review overview
🟡 Changes recommended
The simulation has incorrect depth-data alignment, missing default pile mass, and invalid bending-moment element access.
Review effort: Balanced
Findings: 5
Open (9)
Resolve bundled record paths relative to the script · New Include pile mass in the Euler-Bernoulli model · New Include mass in free Euler-Bernoulli pile segments · New Resolve the second record path relative to the script · New Record bending moments using valid element tags · New Align loaded maxima with depth nodes · New Avoid out-of-range access at phi equals 38 · New Add new page to the Examples documentation index · New Remove leading dash from standalone animation · New
What changed in this PR
Adds a geotechnical example demonstrating dynamic monopile response to liquefaction-induced lateral spreading.
Changes:
- Adds the OpenSeesPy simulation and post-processing animations.
- Documents the model, references, and results.
- Describes the bundled displacement histories.
| File | Description |
|---|---|
src/DynamicPYpile.rst |
Adds the example documentation page. |
pyExamples/PilewithDynamicPY_FRANKE_Abdoun2003_MWE.py |
Implements the dynamic pile analysis. |
pyExamples/LATERALSPREAD/readme.md |
Describes the displacement-history data. |
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Hello, we added a full example of the dynamic simulation of a single pile subjected to lateral spreading under seismic loading. The p-y relationship is following Franke and Rollins [1] hybrid spring model. Results obtained in OpenseesPy are verified against numerical and experimental results reported in [1] and [2].
https://doi.org/10.1061/(ASCE)GT.1943-5606.0000750 <https://doi.org/10.1061/(ASCE)GT.1943-5606.0000750>_.“Pile Response to Lateral Spreads: Centrifuge Modeling.”
Journal of Geotechnical and Geoenvironmental Engineering, 129(10),
869–878.
https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(869) <https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(869)>_.We added:
We hope this example can be published under the Example section of the documentation.
Many thanks