摘要
介绍了一建筑平面布置不规则的高层剪力墙结构1:15整体模型模拟地震振动台试验结果,分析了该结构的自振特性、结构的地震反应特征和破坏特征,对该类建筑的抗震性能进行了探讨。
This paper introduces the shaking table test results of a layout irregular high rise structure model. That is 1:15 reduced-scale . The dynamic properties, seismic responses and damage features of the model were recorded and analyzed. The behavior of the model subjected to earthquakes is discussed .
出处
《广州建筑》
2004年第1期9-13,共5页
GUANGZHOU ARCHITECTURE
