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DISCUSSIONS ON VIBRATIONS CHARACTERISTICS OF BASE ISOLATED LOW RISE BUILDING BASED ON MICROTREMOR MEASUREMENTS AND FEM

机译:基于微距测量和有限元的基础隔震高层建筑隔振特性的探讨

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This paper reports an attempt to infer some vibration characteristics (especially, predominant frequency) of base isolated buildings using microtremor measurements. A comparison between the vibration characteristics of this base isolated building and a similar RC 3-story building having direct foundation is performed. The inferred vibration characteristics from microtremor measurements for both buildings are compared with the predominant frequencies of transfer functions of accelerograms recorded at both buildings during the 2003 Miyagi-ken Oki Earthquake (M7.2). In general, the first normal mode of vibration is expected to be the predominant in base isolated buildings. However, the effect of the second normal mode detected slightly from microtremor records,was strong in transfer functions of accelerograms recorded in this building. The vibration characteristics of both buildings were confirmed also using FEM models. As conclusion, the application of microtremor measurements could be a useful tool for inferring some vibration modes of base isolated buildings too.
机译:本文报告了尝试通过微震测量推断基础孤立建筑物的某些振动特性(尤其是主要频率)的尝试。对该基础隔离建筑物与具有直接基础的类似RC 3层建筑物的振动特性进行了比较。将两座建筑物的微震测量结果推断出的振动特性与2003年宫城县大木地震(M7.2)在两座建筑物上记录的加速度图传递函数的主要频率进行了比较。通常,在隔离的基础建筑物中,第一正常振动模式是主要的振动方式。然而,从微震记录中稍微检测出第二正常模式的效果,在该建筑物中记录的加速度图的传递函数中很强。这两座建筑物的振动特性也通过FEM模型得到了确认。结论是,微震测量的应用也可能是推断基础隔震建筑物的某些振动模式的有用工具。

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