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.
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.
出处
《内蒙古科技大学学报》
CAS
2014年第1期100-102,共3页
Journal of Inner Mongolia University of Science and Technology
基金
包头市科技计划资助项目(2013J2001-2)
关键词
最优刚度
减震
TMD
the optimal stiffness
shock absorption
