Capacity of steel CHS X-joints strengthened with external stiffening rings in compression-Reference-Cited by-同舟云学术

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Capacity of steel CHS X-joints strengthened with external stiffening rings in compression

Published:2017-06 Issue: Volume:115 Page:110-118
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhu Lei,Yang Kai,Bai Yu,Sun Hailin,Wang Miao

Funder

National Natural Science Foundation of China

Importation and Development of High-Caliber Talents Project of the Beijing Municipal Institutions

Beijing Municipal Commission of Education

Beijing Haiju program

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference39 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. Numerical analysis of the axial strength of CHS T-joints reinforced with external stiffeners;Zhu;Thin-Walled Struct.,2014

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4. Initial stiffness, ultimate capacity and failure mechanisms of tubular X-joints with external ring or plates at fire conditions;Ships and Offshore Structures;2024-02-19

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