Essential state-of-stress features of HBBC connections revealed by modeling simulative strain energy-Reference-Cited by-同舟云学术

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Essential state-of-stress features of HBBC connections revealed by modeling simulative strain energy

Published:2021-03 Issue: Volume:230 Page:111463
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Zhiheng,Zhao Yan,Shao Yongsong,Zhou Guangchun

Funder

National Natural Science Foundation of China

Institute of Engineering Mechanics, China Earthquake Administration

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Parfitt J Jr, Chen WF. Tests of welded steel beam-to-column moment connections. Lehigh University, Fritz Laboratory; 1974.

2. Semirigid steel beam-to-column connections: data base and modeling;Chen;J Struct Eng,1989

3. Beam-column welded RHS connections;Szlendak;Thin-Walled Struct,1991

4. 3D simulation of bolted connections to unstiffened columns—II. Extended endplate connections;Bahaari;J Constr Steel Res,1996

5. Structural behavior of end-plate bolted connections to stiffened columns;Bahaari;J Struct Eng,1996

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