Seismic Soil Structure interaction for Shear wall structures

For soft soil subjected to earthquake loading, the soil non linearity could significantly amplify the ground motion. This paper presents a 3D numerical study on the influence of soil non linearity on the seismic soil structure interaction for shear wall structures. Numerical simulations are conducte...

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Bibliographic Details
Published inMATEC Web of Conferences Vol. 281; p. 2006
Main Authors Sadek, Marwan, Hage Chehade, Fadi, Ali, Bassem, Arab, Ahmed
Format Journal Article Conference Proceeding
LanguageEnglish
Published Les Ulis EDP Sciences 2019
Subjects
Computer simulation
Earthquake loads
Elastoplasticity
Ground motion
Linearity
Mathematical models
Seismic engineering
Seismic response
Shear walls
Soil-structure interaction
Soils
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Summary:For soft soil subjected to earthquake loading, the soil non linearity could significantly amplify the ground motion. This paper presents a 3D numerical study on the influence of soil non linearity on the seismic soil structure interaction for shear wall structures. Numerical simulations are conducted for both elastic and elastoplastic behaviour for the soil. Real ground motions records are used in the study. The analysis is focused on the seismic induced response of the soil and the structure in terms of displacement and velocity. The results show that considering elastic model for the soil behaviour is not sufficient and could significantly affect the seismic induced response of the system.
ISSN:2261-236X
2274-7214
2261-236X
DOI:10.1051/matecconf/201928102006