Cold-formed high strength steel tubular beam-columns

Author:

Ma Jia-Lin,Chan Tak-Ming,Young Ben

Funder

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Nishino, F., Tall, L. Experimental investigation of the strength of T-1 steel columns. Fritz Engineering Laboratory Report, Lehigh University, Bethlehem, Pennsylvania; 1970.

2. Nishino, F., Ueda, Y., Tall, L. Experimental investigation of the buckling of plates with residual stresses. Fritz Engineering Laboratory Report, Lehigh University, Bethlehem, Pennsylvania; 1966.

3. Plate slenderness limits for high strength steel sections;Rasmussen;J Constr Steel Res,1992

4. Slenderness limit of class 3 I cross-sections made of high strength steel;Beg;J Constr Steel Res,1996

5. Strength and ductility of HPS flexural members;Green;Journal of Constructional Steel Research.,2002

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