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Capacity Evaluation of Suspended Ceiling Components, Part 1: Experimental Studies

机译:吊顶组件的容量评估,第1部分:实验研究

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The need to understand how ceiling systems perform during an earthquake is becoming increasingly important for the design or retrofit of new buildings to meet higher performance objectives. However, few studies have been conducted on suspension ceiling systems to identify where they are vulnerable. This first of two companion articles presents the results of an experimental program designed at the University of Nevada, Reno to evaluate the seismic capacity of suspended ceiling components. Forty-two monotonic and cyclic tests were performed to obtain the shear and bending capacities of ceiling joints as well as failure capacities of ceiling panels and hanger wires. The failure mechanisms observed in each of the components are described and used to develop seismic fragility curves for different suspended ceiling components.
机译:对于在满足更高性能目标的新建筑的设计或翻新中,了解天花板系统在地震中的性能的需求变得越来越重要。但是,很少有关于悬吊天花板系统的研究来确定它们的脆弱性。这两篇配套文章的第一篇介绍了内华达大学里诺分校设计的实验程序的结果,该程序用于评估吊顶组件的抗震能力。进行了四十二次单调和循环测试,以获得天花板接缝的剪切和弯曲能力以及天花板和吊线的破坏能力。描述了在每个组件中观察到的破坏机理,并将其用于针对不同的吊顶组件绘制地震脆性曲线。

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