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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| Autores principales: | , |
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| Formato: | article |
| Lenguaje: | FA |
| Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2020
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| Materias: | |
| Acceso en línea: | https://doaj.org/article/f940a2f6e2db4c929ba2c4a0dd29107b |
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