Experimental and numerical study on the ultimate bearing capacity of a K-type tube-gusset plate joint of a steel transmission tower-Reference-Cited by-同舟云学术

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Experimental and numerical study on the ultimate bearing capacity of a K-type tube-gusset plate joint of a steel transmission tower

Published:2022-12 Issue: Volume:17 Page:e01523
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Liu Wei,Zhu Li,Ling Li-Peng,Liu Yi-Di,Zhao Guan-Yuan,Gao Xiao-Bin

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference38 articles.

1. Z.M. Wang, R.L. Ma, M.J. He, tower structure, China Science Publishing & Media Ltd. Beijing, 2004. (In Chinese).

2. J. Wardenier, Hollow Sections in structural applications, CIDECT, Geneva, Switzerland, 2010.

3. Intensity analysis for cross-gusset connection steel tubular joints of transmission towers;Jin;Steel Constr.,2006

4. Design for Steel Hollow Section;Zhao,2011

5. Ultimate resistance of unstiffened tubular joints;Yoshiaki;J. Struct. Eng.,1984

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Image-Based Modeling and Numerical Simulation Analysis of Transmission Towers;Lecture Notes in Electrical Engineering;2024

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