Influence of Higher Modes on Strength and Ductility Demands of Soil–Structure Systems
Due to the inherent complexity, the common approach in analyzing nonlinear response of structures with soil–structure interaction (SSI) in current seismic provisions is based on equivalent Single Degree-of-Freedom systems (E-SDOF). This paper aims to study the influence of higher modes on the seismi...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
World Scientific Publishing
2016
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| Online Access: | http://hdl.handle.net/20.500.11937/9103 |