Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction

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Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction

A comprehensive parametric study has been carried out to investigate the seismic performance of multi-storey shear buildings considering soil–structure interaction (SSI). More than 40,000 SDOF and MDOF models are designed based on different lateral seismic load patterns and target ductility demands...

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Bibliographic Details
Main Authors:	Lu, Yang, Hajirasouliha, Iman, Marshall, Alec M.
Format:	Article
Published:	Elsevier 2016
Subjects:	Soil–structure interaction; Strength reduction factor; Ductility; Multi-storey shear-building; Nonlinear analysis; Performance-based design; Site class
Online Access:	https://eprints.nottingham.ac.uk/38552/

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