Performance of flange-welded/web-bolted steel I-beam to hollow tubular column connections under seismic load

Author:

Song Qian-Yi,Heidarpour Amin,Zhao Xiao-Ling,Han Lin-Hai

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Mechanical properties of cyclically-damaged structural mild steel at elevated temperatures;Sinaie;Constr. Build. Mater.,2014

2. Behaviour of Steel I-beam to Box Column Connections under Post-earthquake Fire;Song,2015

3. B. Kato, A. Tanaka, H. Yamanouchi A field work investigation of steel building damage due to the 1978 miyagiken-oki earthquake, in: Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, 1980, pp. 479–486.

4. A Survey of Steel Moment-resisting Frame Buildings Affected by the 1994 Northridge Earthquake;Youssef,1995

5. Seismic design of steel buildings: lessons from the 1995 Hyogo-ken Nanbu earthquake;Tremblay;Can. J. Civ. Eng.,1996

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