Experimental cyclic response of cold-formed hollow steel bracing members

Author:

Goggins J.M.,Broderick B.M.,Elghazouli A.Y.,Lucas A.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Cyclic inelastic buckling of thin tubular columns;Popov;Journal of the Structural Division, ASCE,1979

2. Hysteretic cycles of axially loaded steel members;Jain;Journal of the Structural Division, ASCE,1980

3. A note on compression strength reduction factor for a buckled strut in seismic-resisting braced system;Remennikov;Engineering Structures,1998

4. Inelastic seismic response of steel bracing members;Tremblay;Journal of Constructional Steel Research,2002

5. CSA. CAN/CSA-S16.1-01. Limit states design of steel structures. Canadian Standard Association; 2001

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