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Permanent deformation limits of long-span track cable-stayed bridges based on service performance analysis
Journal of Low Frequency Noise, Vibration and Active Control ( IF 2.8 ) Pub Date : 2020-11-08 , DOI: 10.1177/1461348420970122 Xiaogang Li 1, 2 , Mangmang Gao 3 , Jianting Zhou 1 , Xiaohu Chen 2 , Shulin Tan 2
Journal of Low Frequency Noise, Vibration and Active Control ( IF 2.8 ) Pub Date : 2020-11-08 , DOI: 10.1177/1461348420970122 Xiaogang Li 1, 2 , Mangmang Gao 3 , Jianting Zhou 1 , Xiaohu Chen 2 , Shulin Tan 2
Affiliation
With the continuous service time, long-span track cable-stayed bridges are inevitably affected by material time-varying and fatigue load periodic effects, and permanent down-deflection phenomenon i...
中文翻译:
基于使用性能分析的大跨径轨道斜拉桥永久变形极限
随着使用时间的不断延长,大跨径轨道斜拉桥不可避免地受到材料时变和疲劳载荷周期性效应的影响,产生永久性下挠现象...
更新日期:2020-11-08
中文翻译:
基于使用性能分析的大跨径轨道斜拉桥永久变形极限
随着使用时间的不断延长,大跨径轨道斜拉桥不可避免地受到材料时变和疲劳载荷周期性效应的影响,产生永久性下挠现象...