Influence of Nonlinear SSI on the Seismic Response of Reinforced Concrete Multistory

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Influence of Nonlinear SSI on the Seismic Response of Reinforced Concrete Multistory Frames

Author: E. Saez, F. Lopez-Caballero, A. Modaressi-Farahmand Razavi | Size: 0.57 MB | Format: PDF | Quality: Unspecified | Publisher: The 12 th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) 1-6 October, 2008 Goa, India | Year: 2008 | pages: 8

In general, the soil-structure interaction effects are assumed beneficial in the and thus ignored. Nevertheless, a more precise knowledge of the expected structural seismic response can allow to reduce the cost of the structure and to improve the earthquake engineering practice. This paper concerns the assessment of the effects of non-linear soil behaviour on the structural seismic demand evaluation. Special emphasis is placed on
the modelisation hypothesis and its consequences on the predicted seismic response.

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