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3种轨道结构下地铁引起多层住宅室内振动模拟与实测

申道明 薛松涛

铁道科学与工程学报2016,Vol.13Issue(10):2033-2041,9.
铁道科学与工程学报2016,Vol.13Issue(10):2033-2041,9.

3种轨道结构下地铁引起多层住宅室内振动模拟与实测

Measurement & simulation on the subway induced ground-borne vibration in multi-story residence under three track structures

申道明 1薛松涛2

作者信息

  • 1. 新乡学院,河南 新乡453000
  • 2. 土木工程防灾国家重点实验室,上海200092
  • 折叠

摘要

Abstract

Because the relationship of ground and structure is weakly coupling, the interaction between ground and structure can be neglected. The problem of tunnel-ground-structure modal can merely obtain the results of vibration frequency below 20 Hz was overcome. The ground-borne vibration was analyzed under DTⅢ-2 fasten-er, low vibration track and Vanguard fastener. Comparing the simulation results with the measured results, it can be find that the simulation results and measured results are consistent. By means of comparison of results of VLzmax and limit of the codes GB/T 10070 and DB31/740, suggestion was put forward that corresponding track structure should be adopted as vibration reduction measure in different vibration request regional. This study offers a refer-ence for subway transit department to make reasonable measurement to deduce the influence of ground-borne vi-bration in buildings.

关键词

地铁/轨道结构/室内振动/多层住宅/1/3倍频程

Key words

subway/track structure/ground-borne vibration/multi-story residence/1/3 octave band

分类

通用工业技术

引用本文复制引用

申道明,薛松涛..3种轨道结构下地铁引起多层住宅室内振动模拟与实测[J].铁道科学与工程学报,2016,13(10):2033-2041,9.

基金项目

国家自然科学基金资助项目(41472253) (41472253)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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