超高层建筑振动台试验模型波动效应分析——以北京国贸三期3A主楼为例

Analysis of wave effect of seismic shaking table test model for super high-rise buildings examples of 3A main building of Beijing International Trade Center Phase Ⅲ

为了研究和探索超高层建筑结构在地震地面运动激励下的波动响应机理和波动现象规律,本文以北京国贸三期3A主楼超高层建筑振动台模型为研究对象,对试验测试数据进行统计与分析,揭示其波动规律。

To study and explore the wave response mechanism and the law of wave phenomenon of super high-rise building structure under the excitation of earthquake ground motion,the shaking table model of super high-rise buildings such as the 3 A main building of Beijing International Trade Center Phase III is taken as the research object,the statistics and analysis of experimental test data are carried out,its fluctuation law is derived.