某多层砌体教学楼环境振动试验及其模态分析
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摘要
本文进行某多层砌体结构教学楼环境振动试验,利用基于传递率参数识别方法进行教学楼动力参数识别,并与该楼MI-DAS三维有限元模型理论计算结果进行比较,得出一些有价值的结论。
In this paper,the ambient vibration field-testing of a multi-story masonry structure teaching building was conducted firstly and the dynamic system parameters was identified in the frequency domain by transferring rate method.The 3-D finite element model of MIDAS was constructed and the theoretic modal analysis was performed to generate natural frequencies and mode shapes.Some important results were obtained by comparing the testing modal with the theoretic modal of the teaching building.
引文
[1]宗周红,赖苍林,林友勤,等.大跨度预应力混凝土连续刚构桥的动力特性分析[J].地震工程与工程振动.2004.6.24(3),98-104.
    [2]GB50003-2001,砌体结构设计规范[S].
    [3]梁文,张文增,任排英.大型结构动力分析的LANCZOS方法及程序[J].河北建筑科技学院学报(自然科学版),1997,(04).
    [4]王昌兴.MIDAS/Gen应用实例教程及疑难解答[M].北京:中国建筑工业出版社.2010.

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