A modified curve-approximated hysteretic model for partially concrete-filled steel tube bridge piers-Reference-Cited by-同舟云学术

A modified curve-approximated hysteretic model for partially concrete-filled steel tube bridge piers

Published:2021-10 Issue: Volume:185 Page:106861
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Yuan Hui-hui,Dang Ji,Wu Qing-xiong,Aoki Tetsuhiko

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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3. Seismic demand predictions of concrete-filled steel box columns;Ge;Eng. Struct.,2003

4. Cyclic performance of concrete-filled steel CHS columns under flexural loading;Han;J. Constr. Steel Res.,2005

5. Hysteretic models for steel bridge piers and their application to elasto-plastic seismic response analysis;Suzuki;JSCE Struct. Eng. Earthq. Eng.,1996

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