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地铁上盖建筑振动特性及参数敏感性研究

郭文杰 冯兆伟 罗文俊 李佳宝 张梁

噪声与振动控制2026,Vol.46Issue(2):231-237,272,8.
噪声与振动控制2026,Vol.46Issue(2):231-237,272,8.DOI:10.3969/j.issn.1006-1355.2026.02.036

地铁上盖建筑振动特性及参数敏感性研究

Vibration Characteristics and Parameter Sensitivity of Subway Overlaid Buildings

郭文杰 1冯兆伟 2罗文俊 1李佳宝 2张梁2

作者信息

  • 1. 华东交通大学 轨道交通基础设施性能监测与保障国家重点实验室,南昌 330013
  • 2. 华东交通大学 土木建筑学院,南昌 330013
  • 折叠

摘要

Abstract

To analyze the vibration influence on the overlaid buildings caused by the operation of the subway depot,a track-soil-cover plate-overlaid buildings coupled model was established based on the overlaid buildings of a subway depot.The vibration transmission characteristics of the overlaid buildings under the conditions of varying operating speeds,track structures,foundation soil properties and parameters of the overlaid buildings were investigated.Consequently,the important parameters affecting the vibration of the overlaid buildings were determined,and their parameter sensitivity analysis was car-ried out.The results show that the train speed has a greater influence on the vibration of the upper floor than the change of track structure parameters.The difference of foundation soil conditions will significantly affect the vibration characteristics of the overlaid buildings,which is mainly determined by the shear wave velocity of the soil layer.Compared with the elastic modulus of the upper cover slab and the section of the upper cover column,the thickness of the upper cover slab has a great-er influence on the vibration of the overlaid buildings,and increasing the thickness of the upper cover slab can effectively re-duce the vibration amplification effect of the incident wave reflection on the top layer of the upper cover.The thickness of the upper floor slab exhibits the highest sensitivity to the vibration of the overlaid buildings,followed closely by train speed.The research results may provide a reference for the selection of structural design parameters of subway overlaid buildings and the subsequent vibration isolation design.

关键词

振动与波/地铁车辆段/上盖建筑/敏感性分析/分频最大振级

Key words

vibration and wave/subway depot/overlaid buildings/sensitivity analysis/maximum vibration level of frequency division

分类

建筑与水利

引用本文复制引用

郭文杰,冯兆伟,罗文俊,李佳宝,张梁..地铁上盖建筑振动特性及参数敏感性研究[J].噪声与振动控制,2026,46(2):231-237,272,8.

基金项目

国家杰出青年科学基金(52225210) (52225210)

噪声与振动控制

1006-1355

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