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滑动屋盖被动控制在高层抗震中的应用
引用本文:田志昌,李倩,王保生,苏佶智.滑动屋盖被动控制在高层抗震中的应用[J].包头钢铁学院学报,2014(1):100-102.
作者姓名:田志昌  李倩  王保生  苏佶智
作者单位:内蒙古科技大学建筑与土木工程学院,内蒙古包头014010
基金项目:包头市科技计划资助项目(2013.12001-2)
摘    要:包头市同心创业大厦采用滑动屋盖被动控制减震系统进行抗震设计,屋盖与结构之间设置滑动层并用弹簧板对其进行连接,控制系统采用独立关联算法主要对其参数刚度和摩擦系数进行优化,本文主要探讨最优刚度取值对减震效果的影响.

关 键 词:TMD  最优刚度  减震

Application of sliding roof passive control to the seismic behavior of high-rise buildings
TIAN Zhi-chang,LI qian,WANG Bao-sheng,SU Ji-zhi.Application of sliding roof passive control to the seismic behavior of high-rise buildings[J].Journal of Baotou University of Iron and Steel Technology,2014(1):100-102.
Authors:TIAN Zhi-chang  LI qian  WANG Bao-sheng  SU Ji-zhi
Affiliation:(Architecture and Civil Engineering School,Inner Mongolia University of Science and Technology, Baotou 014010, China)
Abstract:The seismic design of Baotou Tongxin Chuangye building adopts sliding roof passive damping control system, setting up a slid ing layer between the roof and the structure and using spring plat to connect them. The control system adopts the independent correlation algorithm for the optimization of parameters, mainly considering the optimization of the stiffness and friction coefficient. Herein , the in fluence of tile damping generated by the optimal stiffness values was mainly discussed.
Keywords:TMD  the optimal stiffness  shock absorption
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