A single-step recursive representation of foundation flexibility functions to soil-structure interaction using first-order IIR filters-Reference-Cited by-同舟云学术

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A single-step recursive representation of foundation flexibility functions to soil-structure interaction using first-order IIR filters

Published:2022-02 Issue: Volume:153 Page:107123
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Du Xianting^ORCID,Nie Yanjun,Xia He,Zhang Nan,Guo Weiwei

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Fundamental Research Funds for Central Universities of the Central South University

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. Seismic soil-structure interaction in multi-span bridges: application to a railway bridge;Carbonari;Earthq Eng Struct Dynam,2011

2. A time-domain seismic SSI analysis method for inelastic bridge structures through the use of a frequency-dependent lumped parameter model;Lesgidis;Earthq Eng Struct Dynam,2015

3. Soil-structure interaction in the seismic response of an isolated three span motorway overcrossing founded on piles;Dezi;Soil Dynam Earthq Eng,2012

4. Time-domain representation of frequency-dependent foundation impedance functions;Safak;Soil Dynam Earthq Eng,2006

5. Stability and identification for rational approximation of frequency response function of unbounded soil;Du;Earthq Eng Struct Dynam,2010

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