摘要
国家会议中心宴会厅L4楼面采用TMD系统作为大跨楼盖体系的减震装置。本文采用遗传算法对楼盖结构阻尼器的布置数量进行优化,得出对于不同荷载工况下的结构阻尼器布置数量优解。
L4 roof of Beijing Olympic international conference center is high span floor which take TMD system for its vibration controlling device.In this paper,the number of dampers set on the floor is calculated by genetic algorithm to obtain the optimized results.
出处
《福建建设科技》
2010年第4期32-34,共3页
Fujian Construction Science & Technology
关键词
大跨楼盖
TMD
数量优化
high span floor
TMD
quantitative optimization
