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VERIFICATION TEST FOR HYBRID SEISMIC EXPERIMENTAL METHOD USING NONLINEAR FINITE ELEMENT METHOD

机译:非线性有限元法的混合地震实验方法验证试验

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摘要

An improved substructure hybrid seismic experimental method has been developed. This method consists of numerical computations using a general-purpose nonlinear finite element analysis tool and a pseudo-dynamic vibration test. Therefore, it enables seismic testing of large-scale structures that cannot be loaded onto a shaking table. The method also visualizes both data measured by sensors placed on the specimen and the results of the numerical analysis, and it helps us to understand the behavior of an entire structure consisting of a specimen and a numerical model. We performed verification tests for a piping system, in which we used a numerical model including supports, valves, and a branch pipe, and a specimen including two elbows. As results of tests, we conclude that the developed system has enough accuracy to be used as a seismic testing method.
机译:已经开发了一种改进的子结构混合地震实验方法。该方法由使用通用非线性有限元分析工具的数值计算和拟动力振动测试组成。因此,它可以对无法装载到振动台上的大型结构进行地震测试。该方法还可以可视化放置在样本上的传感器所测量的数据以及数值分析的结果,并且可以帮助我们理解由样本和数值模型组成的整个结构的行为。我们对管道系统进行了验证测试,在该系统中,我们使用了包括支撑件,阀门和支管的数值模型,以及包括两个弯头的样本。作为测试结果,我们得出结论,开发的系统具有足够的精度,可以用作地震测试方法。

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