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System Identification of a Two-Story Infilled RC Building in Different Damage States

机译:系统识别不同损害状态的两层缺陷RC建筑

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This study focuses on vibration-based system identification of an actual structure located in El Centro, California. The structure had already been subjected to four earthquakes with epicenters in close proximity and was to be demolished due to the extended damage. Four damage levels were introduced to the structure by gradually removing four perimeter infill walls. A series of dynamic tests were conducted in each damage state using an eccentric mass shaker. The ambient vibration of the structure was also recorded through an array of 60 accelerometers mounted on the structure. The system identification discussed in this paper was conducted using the ambient vibration recordings. Moreover, a preliminary finite element model of the building was created to estimate numerically the dynamic characteristics of the structure. These were compared to the properties obtained from the system identification. The results indicate that the frequencies estimated by the model overestimate those obtained from the system identification results, while the experimentally and numerically obtained mode shapes are in good agreement.
机译:本研究侧重于基于振动的系统识别,该系统识别位于加利福尼亚州El Centro的实际结构。该结构已经受到四大地震,震中在近距离接近,并且由于损坏而被拆除。通过逐渐去除四个周长填充壁,将四个损伤水平引入结构。使用偏心质量振动器在每个损坏状态下进行一系列动态测试。还通过安装在结构上的60个加速度计的阵列中记录结构的环境振动。本文讨论的系统识别使用环境振动记录进行。此外,创建了建筑物的初步有限元模型以估计结构的动态特性。将这些与从系统识别中获得的性质进行比较。结果表明,由模型估计的频率高估从系统识别结果获得的模型,而实验和数值获得的模式形状具有良好的一致性。

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