A THEORETICAL MODEL FOR PREDICTING THE STRENGTH OF RING-STIFFENED TUBULAR T-JOINTS IN OFFSHORE STRUCTURES.
Author:
Publisher
Thomas Telford Ltd.
Subject
Building and Construction,Civil and Structural Engineering
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/istbu.1999.31250
Cited by 9 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. Fire resistance of collar-plate-reinforced multi-planar tubular KK-joints: experimental and numerical study for the design formulation;Ships and Offshore Structures;2021-03-11
2. Experimental and numerical study of the ultimate load for collar-plate-reinforced tubular K-joints at fire-induced elevated temperatures;Ships and Offshore Structures;2021-03-11
3. Effects of chord pre-load on strength of CHS X-joints stiffened with external ring stiffeners and gusset plates;Engineering Structures;2019-09
4. Ultimate bearing capacity of CHS X-joints stiffened with external ring stiffeners and gusset plates subjected to brace compression;Engineering Structures;2019-02
5. Strength of tubular welded joints of roof trusses in Shanghai Qizhong Tennis Center;Frontiers of Architecture and Civil Engineering in China;2008-03
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