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Seismic Analysis Model of Partially Concrete-Filled Steel Piers Considering Ultralow-Cycle Fatigue Crack Propagation
Journal of Earthquake Engineering ( IF 2.6 ) Pub Date : 2023-11-07 , DOI: 10.1080/13632469.2023.2276700 Hanqing Zhuge 1 , Rui Du 1 , Shuailing Li 2 , Zhanzhan Tang 3
Journal of Earthquake Engineering ( IF 2.6 ) Pub Date : 2023-11-07 , DOI: 10.1080/13632469.2023.2276700 Hanqing Zhuge 1 , Rui Du 1 , Shuailing Li 2 , Zhanzhan Tang 3
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Seismic performance of partially concrete-filled steel tube (PCFST) bridge piers is controlled by the coupled failure of ultralow-cycle fatigue (ULCF) and local instability of steel plates. An empi...
中文翻译：
考虑超低周疲劳裂纹扩展的部分混凝土钢桥墩抗震分析模型
部分钢管混凝土（PCFST）桥墩的抗震性能受超低周疲劳（ULCF）和钢板局部失稳耦合失效的控制。一个经验...
更新日期：2023-11-11
中文翻译：
考虑超低周疲劳裂纹扩展的部分混凝土钢桥墩抗震分析模型
部分钢管混凝土（PCFST）桥墩的抗震性能受超低周疲劳（ULCF）和钢板局部失稳耦合失效的控制。一个经验...
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