Increasing Nonlinear Behavior at the Soil-foundation Interface to Improve Seismic Performance of the Structure
It is well known that the performance of the structure is influenced by nonlinear behavior at the soil-foundation interface. Results of the previous studies have shown that the vertical Safety Factor (FS) of the foundation is not a suitable criterion to estimate the effectiveness level of soil-found...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2024-09-01
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| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_204811_8a2b3844eaf4057b0c95415295564f98.pdf |
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