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单向阻尼器对某高层建筑结构抗震性能影响分析

王彬楠 卢文胜 徐章雄 Ignasi Torguet

结构工程师2017,Vol.33Issue(2):19-25,7.
结构工程师2017,Vol.33Issue(2):19-25,7.

单向阻尼器对某高层建筑结构抗震性能影响分析

Analysis of One-way Damper Influence on Seismic Resistant Behavior of a High-rise Building

王彬楠 1卢文胜 1徐章雄 1Ignasi Torguet1

作者信息

  • 1. 同济大学结构工程与防灾研究所,上海200092
  • 折叠

摘要

Abstract

An innovation type of damper is put forward,which is called one-way damper.The main parts of the damper are oil,one-way valve and elastic component.The characteristic of one-way damper is:the damping force is always kept in tension wherever the displacements or velocities are.Three simplified multi-mass-point models were established by ETABS and the seismic time history analysis was executed.The results-natural periods of vibration,displacements,accelerations and internal forces were compared.The influence of one-way damper on seismic resistant behavior of a high-rise building was analyzed as well.

关键词

高层建筑结构/单向阻尼器/抗震性能

Key words

high-rise building/one-way damper/seismic resistant behavior

引用本文复制引用

王彬楠,卢文胜,徐章雄,Ignasi Torguet..单向阻尼器对某高层建筑结构抗震性能影响分析[J].结构工程师,2017,33(2):19-25,7.

基金项目

国家自然科学基金(51578411) (51578411)

结构工程师

OA北大核心CSTPCD

1005-0159

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