摘要
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.
作者
周晓夫
康艳博
张荣强
王巍
袁鹏
陈小正
王慧智
Zhou Xiao-fu;Kang Yan-bo;Zhang Rong-qiang;Wang Wei;Yuan Peng;Chen Xiao-zheng;Wang Hui-zhi(China Academy of Building Research,Beijing 100013,China)
出处
《工程抗震与加固改造》
北大核心
2021年第1期27-30,共4页
Earthquake Resistant Engineering and Retrofitting
关键词
超高层建筑
振动台
波动响应
super high-rise building
shaking table
wave response
