Seismic behaviour of a through-beam connection between concrete-filled steel tubular columns and reinforced concrete beams-Reference-Cited by-同舟云学术

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Seismic behaviour of a through-beam connection between concrete-filled steel tubular columns and reinforced concrete beams

Published:2014-12 Issue: Volume:80 Page:24-39
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Qing-Jun,Cai Jian,Bradford Mark A.,Liu Xinpei,Zuo Zhi-Liang

Funder

China Scholarship Council

Fundamental Research Funds for the Central Universities

State Key Lab of Subtropical Building Science, South China University of Technology

Guangdong Province Natural Sciences

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Lessons learned from the Northridge earthquake;Miller;Eng Struct,1998

2. Design of steel MRF connections before and after 1994 Northridge earthquake;Popov;Eng Struct,1998

3. Lessons from damage to steel buildings during the Northridge earthquake;Mahin;Eng Struct,1998

4. Experimental behavior of steel beam to CFT column connections;Elremaily;J Constr Steel Res,2001

5. Cyclic behaviour of concrete filled steel tubular column to steel beam connections;Beutel;Eng Struct,2002

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