Overstrength and deformation capacity of steel members with cold-formed hollow cross-section

Author:

Bosco Melina,D'Aniello Mario,Landolfo Raffaele,Pannitteri Carmelo,Rossi Pier Paolo

Funder

Dipartimento Ingegneria Civile e Architettura, Università di Catania

Università di Catania

Research Fund for Coal and Steel

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Brace fractures and analysis of phase I structure;Tang;J. Struct. Eng. ASCE,1989

2. Inelastic seismic response of steel bracing members;Tremblay;J. Constr. Steel Res.,2002

3. Seismic response of concentrically braced steel frames made with rectangular hollow bracing members;Tremblay;J. Struct. Eng.,2003

4. Numerical simulation of inelastic cyclic response of HSS braces upon fracture;Tirca;Adv. Steel Constr.,2014

5. Computational approach for collapse assessment of concentrically braced frames in seismic regions;Karamanci;J. Struct. Eng.,2014

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