Axial compression capacity of steel CHS X-joints strengthened with external stiffeners

Author:

Li Weiping,Zhang Shigang,Huo Wenying,Bai Yu,Zhu Lei

Funder

Beijing Haiju Program

Beijing Advanced Innovation Center for Future Urban Design

JiandaJieqing Plan

Beijing Cooperative Innovation Research Center on Energy Saving and Emission Reduction

Publisher

Elsevier BV

Subject

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

Reference37 articles.

1. Local buckling of 460MPa high strength steel stub columns under axial compression;Shi;J. Constr. Steel Res.,2014

2. Experimental study on seismic behavior of 460MPa high strength steel box-section columns;Shi;Adv. Struct. Eng.,2014

3. Hardness and compressive capacity of longitudinally welded very high strength steel tubes;Jiao;J. Constr. Steel Res.,2015

4. Section capacity of very high strength (VHS) circular tubes under compression;Zhao;Thin-Walled Struct.,2000

5. Axial strength of uniplanar X-joints reinforced by T-shaped ring-stiffeners;van der Vegte,1997

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