Comparison of strengthening methods for tubular T joint corresponding to each static failure mode-Reference-Cited by-同舟云学术

Comparison of strengthening methods for tubular T joint corresponding to each static failure mode

Published:2022-02 Issue: Volume:36 Page:589-618
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zafimandimby Mampiandra N.H.,Liu Yongjian,Yan Biao,Jiang Lei,Ma Yinping

Funder

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference25 articles.

1. Experimental study on joint resistance and failure modes of concrete filled steel tubular (CFST) truss girders;Huang;J Constr Steel Res,2018

2. Flexural behavior of concrete filled steel tubular (CFST) chord to hollow tubular brace truss: experiments;Lin-Hai Han;J Constr Steel Res,2015

3. Packer JA, Wardenier J, Zhao X-L, van der Vegte GJ, Kurobane Y. Design guide for Rectangular Hollow Section (RHS) joints under Predominantly Static Loading;.

4. Wardenier J, Kurobane Y, Pavker JA, Dutta D, Yeomans N. CIDECT- Design guide for Circular Hollow Section (CHS) Joints under Predominantly Static Loading;.

5. CEN. Design of Steel Structures. In: Part; editor. EN 1993-1-8 Design of Joints. London: British Standard Instittute; 2005.

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