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为方便工程设计 ,基于导出的结构 -MTLD系统动力放大系数控制指标 ,利用数值分析技术 ,给出了MTLD系统最优设计参数、MTLD系统优化设计步骤和结构 -MTLD系统抗震设计方法。利用时程分析方法 ,给出了钢结构TLD和MTLD地震反应控制设计算例以说明其具体应用。
In order to facilitate the design of the project, the optimal design parameters of MTLD system, the optimal design steps of MTLD system and the structure -MDLD system seismic design method are given based on the derived control index of dynamic amplification factor of structure-MTLD system using numerical analysis technique. Using the time-history analysis method, an example of seismic response control design of steel structure TLD and MTLD is given to illustrate its specific application.