上部结构
结构工程
振动
有限元法
工程类
数值分析
计算机模拟
频域
计算机科学
声学
模拟
物理
数学
数学分析
计算机视觉
作者
Yuhong Ling,Yinzi Zhang,Quan Luo,Aihua He
出处
期刊:Structures
[Elsevier]
日期:2023-01-01
卷期号:47: 313-323
被引量:4
标识
DOI:10.1016/j.istruc.2022.11.048
摘要
The residents near subway lines may be influenced by subway-induced vibration to a large extent. A simplified numerical modelling technique of the subway superstructure with a high-precision Caughey damping was proposed based on finite element software ANSYS in this paper, aiming to simulate the above-ground vibration response related to residents’ comfort under subway operation. Firstly, the two-stage field measurement of “free field-floor slabs of superstructure”, spanning four years, was carried out on a frame structure building above Guangzhou Metro Line 3. The time domain and frequency domain data of the measured vibration were analysed. A simplified numerical finite element (FE) model of the superstructure was then established, in which a high-precision Caughey damping was constructed using seven control frequencies. The comparative analysis of the simulated and measured results of the building verified that the simplified FE model for simulating the subway superstructure’s vibration response worked well and facilitated engineering applications. Additionally, another superstructure model of the shear wall was established by the same method to explore further the difference in the propagation characteristics of subway-induced vibration in the structure of two different forms. Finally, design recommendations for vibration control of subway superstructure were provided.
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