Seismic resilient steel moment connections with top shear tabs and bottom replaceable metallic fuse: Analytical and experimental study-Reference-Cited by-同舟云学术

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Seismic resilient steel moment connections with top shear tabs and bottom replaceable metallic fuse: Analytical and experimental study

Published:2024-05 Issue: Volume:306 Page:117789
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhao Junxian,Qin Hao,Okazaki Taichiro,Hu Fangxin,Cai Zexin

Funder

National Natural Science Foundation of China

Basic and Applied Basic Research Foundation of Guangdong Province

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology

Publisher

Elsevier BV

Reference60 articles.

1. Performance of steel structures during the 1994 Northridge earthquake;Tremblay;Can J Civ Eng,1995

2. Performance of steel bridges during the 1995 Hyogoken–Nanbu (Kobe, Japan) earthquake—a North American perspective;Bruneau;Eng Struct,1998

3. Recommended seismic design criteria for new steel moment-frame buildings,2000

4. Experimental evaluation of cyclically loaded reduced beam section moment connections;Jones;J Struct Eng,2002

5. Investigation of composite slab effect on seismic performance of steel moment connections;Lee;J Constr Steel Res,2016

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