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Monitoring of a Tall Building Equipped with an Efficient Multiple-Tuned Sloshing Damper System

机译:监控一座高层建筑,配备有效的多调晃动阻尼系统

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An efficient multiple tuned sloshing damper (MTSD) system is installed in a tall building in Toronto, Canada. The building is monitored before and after water is added to the tanks to measure wind-induced building motion, and evaluate the performance of the MTSD. To the authors' knowledge, this is the first time an MTSD system has been installed in a tall building, and one of the few times the as-built performance of a tall building supplementary damping system has been evaluated and reported in the literature. Monitoring of the building motion before commissioning the MTSD indicated that the structural frequencies were very close to those originally predicted by the structural engineer's finite element model. Only 0.8% inherent structural damping was measured for the first mode when the peak building acceleration was 7 milli-g. The measured and wind tunnel predicted wind-induced building accelerations are in good agreement. After commissioning the MTSD system, the measured building accelerations and MTSD wave heights are found to be well-aligned with predictions. Several techniques are used to evaluate the performance of the MTSD system using the measured data. Each technique confirms that the MTSD system reduced building accelerations by approximately 50%. Full-scale structural monitoring has therefore shown that MTSDs can significantly reduce the motion of tall buildings.
机译:有效的多个调谐晃动阻尼器(MTSD)系统安装在加拿大多伦多的高楼中。在将水添加到罐中以进行监测以测量风诱导的建筑物,并评估MTSD的性能。对于作者的知识,这是第一次在高层建筑中安装了MTSD系统,并且在文献中已经评估和报道了高层建筑补充阻尼系统的竣工性能之一。在调试MTSD之前监控建筑物运动表明,结构频率非常接近结构工程师有限元模型最初预测的那些。当峰值建筑加速度为7毫升时,在第一模式测量了0.8%的固有结构阻尼。测量和风洞预测的风力诱导的建筑加速度良好。在调试MTSD系统之后,发现测量的建筑加速度和MTSD波高度与预测齐全。几种技术用于评估MTSD系统使用测量数据的性能。每种技术确认MTSD系统将建筑加速减少约50%。因此,全规模的结构监测表明,MTSD可以显着降低高层建筑的运动。

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