在利马市使用有限数量的加速度计对Edgardo Rebagliati Martins医院的结构健康监测进行评估

Tecnia Pub Date : 2022-08-08 DOI:10.21754/tecnia.v32i2.1422
Ricardo Quispe Ccoyllo, Miguel Augusto Diaz Figueroa, Joseph Darwin Jaramillo del Aguila, Italo Alonso Inocente Flores
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引用次数: 0

摘要

结构健康监测(SHM)允许通过不同的方法来评估被观察建筑物的结构损伤,这些方法观察地震后结构行为的变化。一些方法通过观察其整体容量曲线来评估结构的损伤,该曲线由所有层的位移和加速度得到,使用小波变换和双积分过程计算。由于资源有限,一些楼层采用仪器测量,而非仪器测量的楼层响应可以通过附加程序(例如样条形状函数)来估计。本文对Edgardo Rebagliati Martins医院(HERM)不同的传感器配置进行了评估,以找到最优的配置来估计全局容量曲线和层间容量曲线。以HERM中的14层建筑为例,对每层间容量曲线估计的最优布局为使用7个传感器,4个传感器足以估计该建筑的整体容量曲线。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluación del monitoreo de la salud estructural en el hospital Edgardo Rebagliati Martins con un número limitado de acelerómetros en la ciudad de Lima
Structural Health Monitoring (SHM) allows assessing the structural damage in observed buildings through different methodologies, which observe changes in the structural behavior immediately after an earthquake. Some methodologies assess the structural damage by observing its global capacity curve obtained through the displacement and acceleration in all stories, calculated using wavelet transform and double integration process. Due to limited resources, some floors are instrumented, and non-instrumented stories response could be estimated by additional procedures, for instance the spline shape function. In this paper, different arrangements of sensors in the Edgardo Rebagliati Martins Hospital (HERM) are evaluated to find the best possible configuration to estimate the global capacity curve and the interstories capacity curves. A 14-story building in the HERM is analyzed, and the optimal arrangement to estimate the capacity curve for each interstory capacity curve was using 7 sensors, and 4 sensors were sufficient to estimate the global capacity curve of this building.
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