A modified moment resisting connection for ductile steel frames (Numerical and experimental investigation)

Author:

Farrokhi Hooman,Danesh F.,Eshghi Sassan

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Elnashai AS, Elghazouli AY, Denesh-Ashtiani FA. Response of semi rigid steel frames to cyclic and earthquake loads. Journal of Structural Engineering; 124(8): 857–67. doi:10.1061/(ASCE)0733-9445(1998)124:8(857)

2. Chen WF, Lui EM. Beam to column moment resistant connections. London: Elsevier Applied Science Publishers

3. Seismic modeling and behavior of steel beam-to-column connections;Calado;Journal of Constructional Steel Research,1998

4. Clifton GC, Butterworth J, Scholtz W. Performance of rigid welded beam to column connections under severe seismic conditions. In: Proceeding of the 12th world conference on earthquake engineering. Paper no. 1601. 2000

5. Seismic behavior of semi rigid steel frames;Elnashai;Journal of Constructional Steel Research,1994

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