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液体黏滞阻尼器在乌锡线黄河特大桥中的应用研究

刘红绪

铁道标准设计Issue(1):79-82,83,5.
铁道标准设计Issue(1):79-82,83,5.DOI:10.13238/j.issn.1004-2954.2016.01.017

液体黏滞阻尼器在乌锡线黄河特大桥中的应用研究

Application and Research of Fluid Viscous Damper to Yellow River Extra-long Bridge on Wu-Xi Railway

刘红绪1

作者信息

  • 1. 中铁第一勘察设计院集团有限公司,西安 710043
  • 折叠

摘要

Abstract

The type of bridge structure for the main bridge of Yellow River extra-long bridge on Wu-Xi railway is a large cross-span continuous beam bridge with huge mass superstructure. The seismic fortification is the key technology of this project. In this paper, a spatial finite element model is built with Midas/civil and three seismic waves suitable for site grade and seismic characteristics of bridge site are selected. The anti-seismic effect of the fluid viscous damper device installed between the non-fixed pier and the main beam is calculated with nonlinear time history analysis method. By setting up fluid viscous damper between the non-fixed pier and the main girder, the non-fixed pier is effectively coordinated under the dynamic action, and the seismic force of the fixed pier is reduced. The seismic fortification standard of the main bridge is effectively improved.

关键词

铁路桥梁/长联大跨连续梁/液体黏滞阻尼器/地震波/非线性分析

Key words

Railway bridge/Large cross-span continuous beam/Fluid viscous damper/Seismic wave/Nonlinear analysis

分类

交通工程

引用本文复制引用

刘红绪..液体黏滞阻尼器在乌锡线黄河特大桥中的应用研究[J].铁道标准设计,2016,(1):79-82,83,5.

铁道标准设计

OA北大核心

1004-2954

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