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高举架立式圆筒型储液容器附加粘滞阻尼器减震研究

孙建刚 吕远 崔利富 郝进锋

压力容器2017,Vol.34Issue(7):19-28,10.
压力容器2017,Vol.34Issue(7):19-28,10.DOI:10.3969/j.issn.1001-4837.2017.07.004

高举架立式圆筒型储液容器附加粘滞阻尼器减震研究

Researches on Seismic Response Reduction of Additional Viscous Damp Elevated Vertical Cylinder Storage Tanks

孙建刚 1吕远 2崔利富 1郝进锋3

作者信息

  • 1. 大连民族大学土木工程学院,辽宁大连116650
  • 2. 大连海事大学交通运输装备与海洋工程学院,辽宁大连116026
  • 3. 东北石油大学土木建筑工程学院,黑龙江大庆163318
  • 折叠

摘要

Abstract

By installing the viscous damper in elevated vertical cylinder storage tanks that is to reduce the damage caused by the earthquake.The simplified mechanical model and finite element numerical simulation model of top isolation elevated vertical cylinder storage tanks are established and the seismic response of ground motion is studied from two aspects of theoretical research and finite element numerical simulation analysis.The result was indicative:The viscous dampers are applicable and the seismic response of the structure is obviously reduced,especially that can control the liquid sloshing height in a certain extent.The damping efficiency of viscous dampers is closely related to the velocity index and selection of speed index should not be too large or too small,if the velocity index is too large,it may lead to the failure of the damper and the structure connection,which makes the damper failure,when the velocity index is too small,the control function of the structure is limited,and the story drift ratio is larger.The theoretical solution and the finite element solution are close to each other,which verify the accuracy of the results.According to the actual situation of the project,the design of viscous dampers should consider two factors of structural safety and economy and choose the best viscous damper configuration.

关键词

高举架/立式圆筒型储罐/粘滞阻尼器/地震动响应

Key words

elevated/vertical cylinder storage tanks/viscous dampers/seismic response

分类

机械制造

引用本文复制引用

孙建刚,吕远,崔利富,郝进锋..高举架立式圆筒型储液容器附加粘滞阻尼器减震研究[J].压力容器,2017,34(7):19-28,10.

基金项目

中央财政拨款自主科研基金项目(DC201502040403) (DC201502040403)

压力容器

OA北大核心CSTPCD

1001-4837

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