摘要
本文提出了一种多自由度并联复合隔震体系 ,建立了其计算模型和运动方程 ,并用MATLAB软件编制了该体系的时程分析计算程序。计算结果表明 ,与传统抗震体系相比 ,并联复合隔震体系隔震效果明显。
In this paper,a multi\|degree parallel composite vibration\|isolation system is put forward.The computational model and equation of motion for such system are a lso presented.The results of the time\|history analysis given by MATLAB show tha t such system has remarkable superiority over the traditional earthquake resista nce system in the reduction of the seismic response of the superstructure. \[
出处
《建筑技术开发》
2002年第5期13-14,共2页
Building Technology Development
关键词
传统抗震体系
隔震
燕联复合隔震体系
时程分析
Traditional earthquake resistance system
Vibration\|isolation
Parallel composi te
Vibration\|isolation system
Time\|history method
