Overall buckling behavior of fire-resistant steel welded box-section columns under ambient temperature
Author:
Funder
National Natural Science Foundation of China
Shanghai Municipality Science and Technology Commission
Publisher
Elsevier BV
Reference24 articles.
1. Experimental and numerical study on the behavior of axially compressed high strength steel columns with H-section;Wang;Eng Struct,2012
2. Experimental and numerical study on the behavior of axially compressed high strength steel box-columns;Wang;Eng Struct,2014
3. Overall buckling behavior of 460 MPa high strength steel columns: experimental investigation and design method;Ban;J Constr Steel Res,2012
4. Tests of high strength steel columns;Rasmussen;J Constr Steel Res,1995
5. Local and overall buckling of welded box columns;Usami;J Struct Div,1982
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