Static behavior of stiffened CFST KK joints of offshore wind turbines under antisymmetric loading-Reference-Cited by-同舟云学术

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Static behavior of stiffened CFST KK joints of offshore wind turbines under antisymmetric loading

Published:2024-08 Issue: Volume:201 Page:111998
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Qiqi,Zhou Xuhong,Wang Yuhang,Lim James B.P.,Wang Bin,Gao Shan,Deng Ran

Funder

Fundamental Research Funds for the Central Universities

Graduate Scientific Research and Innovation Foundation of Chongqing

Zhejiang Province Natural Science Foundation

China Scholarship Council

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference35 articles.

1. Ultimate resistance of unstiffened multiplanar tubular TT- and KK -joints;Paul;J. Struct. Eng.,1994

2. Strength of multiplanar tubular KK-joints under antisymmetrical axial loading;Lee;J. Struct. Eng.,1997

3. Parametric study of tubular KK multiplanar steel connections;Forti;J. Constr. Steel Res.,2015

4. Geometrical effects on the local joint flexibility of two-planar tubular DK-joints in jacket substructure of offshore wind turbines under OPB loading;Ahmadi;Thin-Walled Struct.,2017

5. Structural efficiency of internally ring-stiffened steel tubular joints;Murthy;J. Struct. Eng.,1992

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