Analysis and fracture behavior of welded box beam-to-column connections considering residual stresses

Author:

Pan Jianrong,Chen ShizheORCID,Lai ZhichaoORCID,Wang Zhan,Wang Junqi,Xie Huashen

Funder

National Natural Science Foundation of China

South China University of Technology

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference23 articles.

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

2. Critical issues in achieving ductile behaviour of welded moment connections;Lu;J. Constr. Steel Res.,2000

3. Seismic-resistant steel moment connections: developments since the 1994 Norhthridge earthquake;Engelhardt;Prog. Struct. Eng. Mat.,1997

4. Building;Liu;Structure,2001

5. Fracture behavior of welded beam-to-column connections of steel moment frames under severe earthquakes;Li;J. Build. Struct.,1998

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