Behaviour and design of short high-strength steel welded box and concrete-filled tube (CFT) sections-Reference-Cited by-同舟云学术

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Behaviour and design of short high-strength steel welded box and concrete-filled tube (CFT) sections

Published:2017-09 Issue: Volume:147 Page:458-472
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Khan M.,Uy B.,Tao Z.,Mashiri F.

Funder

Australian Research Council Discovery Project

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. Stability and ductility of high performance steel sections with concrete infill;Uy;J Constr Steel Res,2008

2. Structural design of composite super-columns for the Taipei 101 tower;Shieh,2003

3. Experimental investigation of the buckling of plates with residual stresses, Tech. Rep. Fritz Laboratory Report No 290.3;Nishino,1966

4. Experimental investigation of the strength of T-1 steel columns, Tech. Rep. Fritz Laboratory Report No 290.9;Nishino,1970

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

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