摘要
对地震作用下高层建筑TLD控制优化设计方法进行了初步探讨.分析了TLD系统对高层建筑振型控制的机理.利用数值迭代法给出了TLD最优参数设计表格,并分析了振型参与系数的影响,为TLD设计提供了参考.给出了地震作用下高层建筑TLD控制设计步骤和高层建筑TLD地震反应控制仿真分析算例.
Research is made on the optimum design method for TLD suppressing vibration of highrise buildings subjected to seismic excitation. The machanism of TLD system of highrise building vibration mode control is analysed. The design tables about TLD optimum parameters are given by using iteration. Effect of mode factors is considered on TLD optimum parameters. The design steps of TLD -Highrise buildings system subjected to seismic excitation are given. Eventually, a numerical example of TLD system is used in illustration of their application.
出处
《建筑结构》
CSCD
北大核心
2000年第2期19-22,共4页
Building Structure
