Buckling and critical temperatures of restrained H-section steel columns in fire considering dynamic effect
Author:
Publisher
Elsevier BV
Subject
General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction
Reference39 articles.
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3. Experimental study on mechanical properties of Q690D high strength steel during the cooling stage of fire;Wang;Fire Saf. J.,2022
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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. Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire;Journal of Structural Engineering;2024-11
2. Local buckling of the bottom flange in steel-concrete composite beams with trapezoidal corrugated webs subjected to end restraint at high temperatures;Structures;2024-07
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