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On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila

机译:关于对受拉奎拉地震破坏的历史悠久的动漫桑特教堂的监视

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The paper shows the activity of a 2-year static and dynamicmonitoring activity to check the structural response and thenactual level of damage of a historic church hit by earthquake in L’Aquila (Italy) in 2009. Structural health monitoringnwas carried out with accelerometers and transducers that recorded time histories of the main earthquake-inducednground motions and ambient vibrations. The paper focuses particularly on residual performance and assessment ofnthe ancient church after six earthquake response data set—because of the seismic swarm—via a modal identificationnof output-only systems by using frequency domain decomposition. In this way, fundamental frequency, mode shapes,ndamping ratios and displacements can be estimated without knowing the input that has excited the system. Thendynamic monitoring provides also a way to check possible drops of tension in the cables and relaxation in the FRPnbelts used for safety. Efficiency and reliability of modal identification of basilica-type churches, via the dynamicnresponse of macro-elements only in comparison with the whole analysis, are finally proposed. Copyright © 2012 JohnnWiley & Sons, Ltd.
机译:本文显示了一项为期2年的静态和动态监控活动,以检查2009年意大利拉奎拉(L'Aquila)受地震袭击的一座历史悠久的教堂的结构响应和实际破坏水平。通过加速度计和传感器对结构健康进行了监测记录了主要地震引起的地面运动和环境振动的时间历史。本文特别关注了六座地震响应数据集(由于地震群)对古教堂的残留性能和评估,方法是使用频域分解,通过仅输出系统的模式识别。这样,可以在不知道激励系统的输入的情况下估算基频,模式形状,放大率和位移。然后,动态监控还提供了一种方法来检查电缆中可能出现的张力下降以及为安全而使用的FRPnbelt皮带是否松弛。最后,通过与整体分析相比较,仅通过宏观要素的动态响应,提出了大教堂式教堂模式识别的效率和可靠性。版权所有©2012 JohnnWiley&Sons,Ltd.

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