Cyclic performance of steel moment-resisting connections with reduced beam sections — experimental analysis and finite element model simulation-Reference-Cited by-同舟云学术

Cyclic performance of steel moment-resisting connections with reduced beam sections — experimental analysis and finite element model simulation

Published:2010-09 Issue:9 Volume:32 Page:2683-2692
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Pachoumis D.T.,Galoussis E.G.,Kalfas C.N.,Efthimiou I.Z.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference15 articles.

1. FEMA 350. Recommended seismic design criteria for new steel moment-frame buildings. Washington (DC); 2000.

2. Cyclic-loading performance of welded flange-bolted web connections;Engelhardt;J Struct Eng,1993

3. Experimental performance of seismic steel beam–column moment joints;Tsai;J Struct Eng,1995

4. Behaviour of connections;Plumier;J Constr Steel Res,1994

5. Moore KO, Malley J, Engelhardt M. Design of reduced beam section moment frame connection. Structural steel educational council: technical information and product service. CA; 1999.

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