Post-fire behavior and residual resistances of S890 ultra-high strength steel circular hollow sections under combined compression and bending
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
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Cited by 2 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. Local buckling and capacities of stainless steel hexagonal hollow sections under axial compression;Thin-Walled Structures;2024-12
2. Post-fire behavior and resistances of S890 ultra-high strength steel circular hollow section beam–columns;Thin-Walled Structures;2024-11
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