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SEISMIC SIMULATION OF STRUCTURE IN EARTHQUAKES

机译:地震结构的地震模拟

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In building performance investigation,laboratory testing are usually conducted,not only to see if they can resisted the static force imposed by gravity,but also to see how they behave in dynamic force such as in earthquake or wind loading. To precisely illustrate the performance of structural systems during earthquakes,adequate laboratory testing that simulates all aspects of real earthquake scenario is required. For decades,earthquake engineers have been using primarily three testing methods to investigate the dynamic behaviour of buildings,including earthquake simulation using shaking table,pseudodynamic tests and quasi-static cyclic studies of components. However,full/large scale models are costly to construct and correct preparations are necessary when using the first two testing approaches due to a number of scaling issues. The last method cannot incorporate the dynamic nature of earthquakes in testing. This work discusses a small shaking table test procedure that can be utilised for investigating overall dynamic behaviour of structures as well as their performance during earthquakes. The idea of model scaling incorporated with structural elastic and plastic responses will be presented. To validate the feasibility of this procedure,results from numerical analysis of structural responses were compared with that obtained from small scaled model experiments.
机译:在建筑性能调查中,通常会进行实验室测试,不仅要查看它们是否可以抵抗重力施加的静力,还要查看它们在动态力(例如地震或风荷载)中的行为。为了精确说明地震期间结构系统的性能,需要进行足够的实验室测试,以模拟真实地震场景的所有方面。数十年来,地震工程师一直主要使用三种测试方法来研究建筑物的动力特性,包括使用振动台进行的地震模拟,拟动力测试以及构件的准静态循环研究。但是,由于存在许多缩放问题,使用前两种测试方法时,全尺寸/大型模型的构建成本很高,并且必须进行正确的准备工作。最后一种方法不能在测试中纳入地震的动态特性。这项工作讨论了一个小的振动台测试程序,该程序可用于调查结构的整体动态行为及其在地震中的性能。将提出结合结构弹性和塑性响应的模型缩放的想法。为了验证该方法的可行性,将结构响应数值分析的结果与小规模模型实验获得的结果进行了比较。

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