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高速铁路空沟隔振措施隔振效果的有限元分析

陈昆 贾霄 刘彬 樊继良

地震工程学报Issue(3):575-579,5.
地震工程学报Issue(3):575-579,5.DOI:10.3969/j.issn.1000-0844.2014.03.0575

高速铁路空沟隔振措施隔振效果的有限元分析

Finite Element Analysis of Reducing the High-speed Railway Vibration Effect on the Environment Using Open Trenches

陈昆 1贾霄 1刘彬 2樊继良3

作者信息

  • 1. 天津大学建工学院,天津 300072
  • 2. 天津市滨丽建设开发投资有限公司,天津 300301
  • 3. 天津市勘察院,天津 300191
  • 折叠

摘要

Abstract

The high-speed railway vibration effect on the environment has become more and more widespread in recent years,and technical measurements are needed to minimize the damage to the environment caused by this new transportation vehicle.It has been shown that open trenches can be used for this purpose because of their easy construction and relatively good isolation effects. The finite-element software ABAQUS was adopted to analyze the open trench isolation effects.In order to adequately absorb the shock wave and reduce the impact of border-reflected waves on the results,the infinite element and visco-elastic boundary is used in this model.The parameter ARF is introduced in the calculation procedure so as to evaluate the isolation effects.The reduction effect of different factors that influence the resulting vibration reduction,such as the different si-zes of an open trench and the frequency of the vibration load,are also discussed.The obtained ap-proaches can be applied by designers in this area.

关键词

高速铁路/空沟隔振/ABAQUS 有限元/无限元/黏弹性

Key words

open trench isolation/high-speed railway/ABAQUS finite element/infinite element/viscoelasticity

分类

通用工业技术

引用本文复制引用

陈昆,贾霄,刘彬,樊继良..高速铁路空沟隔振措施隔振效果的有限元分析[J].地震工程学报,2014,(3):575-579,5.

基金项目

国家自然科学基金项目(41004020) (41004020)

中国地震局地震研究所所长基金项目(IS200926044) (IS200926044)

地震工程学报

OA北大核心CSCDCSTPCD

1000-0844

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