超高层钢筋混凝土框筒结构动力特性的振动测试  

Study of Dynamic Response Vibration Testing on Skyscraper Reinforced Concrete Framed-tube Structure

作　　者：蒋睿 易发安[2] 

机构地区：[1]上海黄浦江大桥建设有限公司,上海200090 [2]同济大学建筑设计研究院,上海200091

出　　处：《中国市政工程》2009年第5期51-53,共3页China Municipal Engineering

摘　　要：通过高灵敏度拾振器拾取结构在外界激励下的动力响应,可对结构健康状况作出相关判断。介绍了振动测试原理和信息模态识别方法。以钢筋混凝土框筒结构的某大厦(高度为127.9m)为例,进行了测试,采样点数达54000个。依据测试结果,与计算结果作了对比,可以看出模型计算所得结构自振周期大于实测法。究其原因,是房屋填充墙对整体刚度作了贡献。The structure health condition would be judged by a high-sensitivity vibration pickup , which could pickup the structure dynamic response to external-excitation. The principle of vibration testing and the recognition method of information mode were introduced in this paper. Taking a 127.9 m mansion with reinforced concrete framed-tube structure as the example, the number of sampling points arrived at 54 000. Then, the test result being compared with the computing result, it showed natural vibration period by model computing was longer than that by actual measurement. It was the building infilled wall that helped the total stiffness to a large extent.

关 键 词：超高层大厦 混凝土框筒结构 拾振器 健康检测 动力响应 自振周期 

分 类 号：TU973.19[建筑科学—结构工程]