- Category:
- Other systems
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- File Size:
- 3kb
- Update:
- 2017-07-07
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- Uploaded by:
- 刘亚明
Description: The problem is modeled as a beam on a nonlinear Winkler foundation (BNWF), utilizing displacement-based beam elements for the pile and nonlinear spring elements which represent the vertical and lateral response of the surrounding soil. This example considers a static analysis only
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桩土n-拟静力.tcl
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