新型粘弹性阻尼器在震害下的力学分析

英文篇名：Mechanical Analysis of a New Viscoelastic Damper under Earthquake Damage
中文刊名：华北地震科学
英文刊名：North China Earthquake Sciences
作者：张墨思 ; 尹小兵
英文作者：ZHANG Mo-si1 ; YIN Xiao-bing2(1.Qinhuangdao Seismic Station ; Hebei Qinhuangdao 066100 ; China ; 2.Hongshan Seismic Station ; Hebei longyao 055350 ; China)
中文关键词：耗能减震 ; 粘弹性阻尼器 ; 力学性能
英文关键词：energy-dissipation and shock-absorbing ; viscoelastic dampers ; mechanical properties
出版日期：2011-12-15
机构：河北省地震局秦皇岛中心地震台;河北省地震局红山基准台;
年：2011
期：04
出版单位：华北地震科学

摘要

粘弹性阻尼器是有效的被动消能装置,普通粘弹性阻尼器的力学性能主要受环境温度、激励频率和应变幅值的影响,对结构的设计结果会产生偏差。新型粘弹性阻尼材料,其力学性能不受环境温度和激励频率的影响,通过与普通粘弹性阻尼器动态力学性能的对比,可见新型粘弹性阻尼器作为耗能元件,对消能减震结构的设计结果会比较精确。
The viscoelastic damper is a kind of effective passive energy-dissipating device.The mechanical property of ordinary viscoelastic damper is affected by environmental temperature,incentive frequency and strain amplitude and may produce deviation to the results of structural design.This paper introduce a new viscoelastic damping material,whose mechanical property are unaffected by environmental temperature and incentive frequency.The dynamic mechanical property of new viscoelastic dampers adopting the new viscoelastic damping material and that of ordinary viscoelastic damper are contrasted.Our study shows that the results of the energy-dissipating and shock-absorbing structure adopting the new viscoelastic damper as energy components is more accurate and efficient.

引文

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