Experimental and numerical study on ultimate behaviour of high-strength steel tubular K-joints with external annular steel plates on chord circumference-Reference-Cited by-同舟云学术

Experimental and numerical study on ultimate behaviour of high-strength steel tubular K-joints with external annular steel plates on chord circumference

Published:2018-06 Issue: Volume:165 Page:457-470
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Qu Song-Zhao,Wu Xiao-Hong^ORCID,Sun Qing

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Experimental study on strength of tubular steel structures;Saeko;Jpn Soc Steel Constr,1974

2. Kurobane Y. New developments and practices in tubular joint design. Memoirs of the Faculty of Engineering, Kumamoto University 1981;26:1–57.

3. Wardenier J. Hollow section joints: TU Delft, Delft University of Technology; 1982.

4. Limit analysis of ultimate strength of tubular X-joints;Soh;J Struct Eng,2000

5. Experimental study and theoretical analysis of ultimate strength of steel tubular K-joints of tall towers;Bao;Eng Mech,2008

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