This article analyses 1.36 million realistic soil-structure interaction (SSI) scenarios in a systematic fashion to define the correlation between soil, structural, and system parameters and interaction effects on the structural response. In the analyses, a soil-shallow foundation-structure model that satisfies design building code requirements is utilized. It has been identified that soil shear wave velocity, shear wave velocity degradation ratio, structure-to-soil stiffness ratio, and structural aspect ratio combined with the system stiffness are the key parameters whose variation significantly affects variation in structural response. The critical range of variation of these parameters resulting in a detrimental SSI effects is also defined.

Sensitivity analysis for soil-structure interaction phenomenon using stochastic approach / Moghaddasi, M; Chase, J. G.; Cubrinovski, M.; Pampanin, Stefano; Carr, A.. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - STAMPA. - 16:7(2012), pp. 1055-1075. [10.1080/13632469.2012.677570]

Sensitivity analysis for soil-structure interaction phenomenon using stochastic approach

PAMPANIN, STEFANO;
2012

Abstract

This article analyses 1.36 million realistic soil-structure interaction (SSI) scenarios in a systematic fashion to define the correlation between soil, structural, and system parameters and interaction effects on the structural response. In the analyses, a soil-shallow foundation-structure model that satisfies design building code requirements is utilized. It has been identified that soil shear wave velocity, shear wave velocity degradation ratio, structure-to-soil stiffness ratio, and structural aspect ratio combined with the system stiffness are the key parameters whose variation significantly affects variation in structural response. The critical range of variation of these parameters resulting in a detrimental SSI effects is also defined.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/820083
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