Influence of nonlinear SSI on the seismic response of low-to-mid-rise steel moment resisting frame buildings
The nonlinear behavior of a soil–foundation interface due to mobilization of the ultimate capacity and the consequent energy dissipation may be utilized to alter seismic demands of a structure. However, current design practice does not account for the nonlinear behavior of soil–foundation interface...
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| Auteurs principaux: | , |
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| Format: | article |
| Langue: | FA |
| Publié: |
Iranian Society of Structrual Engineering (ISSE)
2020
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| Accès en ligne: | https://doaj.org/article/f940a2f6e2db4c929ba2c4a0dd29107b |
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