Effects of choice of soil constitutive model on seismic performance of moment-resisting frames experiencing foundation rocking subjected to near-field earthquakes-Reference-Cited by-同舟云学术

Effects of choice of soil constitutive model on seismic performance of moment-resisting frames experiencing foundation rocking subjected to near-field earthquakes

Published:2019-06 Issue: Volume:121 Page:442-459
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yeganeh Navid,Fatahi Behzad

Publisher

Elsevier BV

Subject

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

Reference77 articles.

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3. Seismic response of low-rise steel moment-resisting frame (SMRF) buildings incorporating nonlinear soil-structure interaction (SSI);Raychowdhury;Eng Struct,2011

4. Idealisation of soil-structure system to determine inelastic seismic response of mid-rise building frames;Tabatabaiefar;Soil Dyn Earthq Eng,2014

5. A substructure method for earthquake analysis of structures including structure-soil interaction;Gutierrez;Earthq Eng Struct Dyn,1978

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