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两结构高效阻尼控制系统随机动力反应分析
引用本文:彭凌云,闫维明,邓海.两结构高效阻尼控制系统随机动力反应分析[J].世界地震工程,2004,20(2):106-111.
作者姓名:彭凌云  闫维明  邓海
作者单位:1. 北京工业大学,建筑工程学院,北京,100022
2. 石家庄铁道学院,河北,石家庄,050043
基金项目:国家自然科学基金(批准号50078000)
摘    要:对由高效阻尼装置(HEDMS)连接的两单自由度相邻结构在过滤白噪声激励下的相对位移响应进行了随机分析。在对阻尼装置滞变位移等价线性化的基础上,采用虚拟激励法计算结构响应的谱密度和互谱密度,研究了该阻尼装置各参数对位移响应方差的影响以及该装置的适用范围。

关 键 词:过滤白噪声  虚拟激励法  等价线性化  相邻结构  阻尼控制  随机地震响应
文章编号:1007-6069(2004)02-0106-06
修稿时间:2003年9月17日

Stochastic dynamic analysis for two adjacent buildings with high efficient damping control
PENG Ling-yunYAN Wei-mingDENG Hai.Stochastic dynamic analysis for two adjacent buildings with high efficient damping control[J].World Information On Earthquake Engineering,2004,20(2):106-111.
Authors:PENG Ling-yunYAN Wei-mingDENG Hai
Institution:PENG Ling-yun~1YAN Wei-ming~1DENG Hai~2
Abstract:Stochastic dynamic Analysis of two single degree of freedom adjacent buildings linked with HEDMS (High Efficient Damper Suitable for Multi-Structure System) under earthquake excitation is presented here. The ground motion is idealized as filtered white noise process. On the basis of linearization of damper's hysteresis displacement, Pseudo-excitation algorithm is adopted to compute spectral density. according the deviation of displacement, some studies on parameters of the HEDMS are performed in this paper.
Keywords:filtered white noise  pseudo-excitation algorithm  equivalent linearization  adjacent buildings  damping control  stochastic earthquake response
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