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地铁运行引起建筑物振动的实测研究与数值分析

马成成 凌育洪 刘逸平

噪声与振动控制2026,Vol.46Issue(2):224-230,299,8.
噪声与振动控制2026,Vol.46Issue(2):224-230,299,8.DOI:10.3969/j.issn.1006-1355.2026.02.035

地铁运行引起建筑物振动的实测研究与数值分析

Field Measurement Study and Simulation Analysis of Building Vibrations Caused by Subway Operation

马成成 1凌育洪 2刘逸平1

作者信息

  • 1. 华南理工大学 土木与交通学院,广州 510641
  • 2. 华南理工大学 土木与交通学院,广州 510641||中新国际联合研究院,广州 510700||华南理工大学 广东高校工程抗震研究中心,广州 510641
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摘要

Abstract

In order to study the influence of vibrations caused by subway operation on buildings,field measurements were conducted on the vibration response of a teaching building and the surrounding ground of a university in Guangzhou.The propagation patterns of vibrations were analyzed,and a numerical model was established.After verifying the model's ac-curacy,the influences of different structural characteristics on the propagation patterns of vibration within buildings were studied.The results show that the primary frequency range of ground vibrations is between 30 and 50 Hz.As the distance from the tunnel increases,the overall ground vibrations gradually decrease,but there is a vibration amplification zone at a certain distance from the tunnel.With the elevation of the floors,the vibrations of the columns,beams and slabs all show an overall increasing trend.Enlarging the column cross-section,enlarging the beam cross-section,increasing slab thickness,and increasing the number of floors can all reduce the vibration response of the buildings.Among all the parameters,increasing the number of floors has the most significant effect on the vibration response of the building.These findings may provide a reference for engineering design.

关键词

振动与波/地铁振动/现场实测/数值模拟/结构特性

Key words

vibration and wave/subway vibration/field measurement/numerical simulation/structural characteristics

分类

建筑与水利

引用本文复制引用

马成成,凌育洪,刘逸平..地铁运行引起建筑物振动的实测研究与数值分析[J].噪声与振动控制,2026,46(2):224-230,299,8.

基金项目

国家自然科学基金(12172135) (12172135)

噪声与振动控制

1006-1355

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