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Substructure shake table test method using a controlled mass: formulation and numerical simulation

机译:使用受控质量的子结构振动台测试方法:公式和数值模拟

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摘要

This study proposes a new substructure shake table test method that allows for experimental investigation of the lower portion of structures while the upper part is numerically analyzed. Compatibility conditions are derived to ensure that the dynamic characteristics of the substructured system are equivalent to the reference entire structure. This method utilizes controlled masses to incorporate interface forces from the computational substructure to the experimental substructure. A feasible implementation procedure for the interface force compatibility is developed using a series of conversions and signal processing. For validation of the capabilities and limitations of the proposed substructure method, numerical simulations are performed using detailed models including dynamics of the controlled mass systems. Results from the numerical simulations showed that the proposed substructure method produced comparable results to the reference entire simulations. The average error between top floor displacements produced by substructured and entire responses for earthquake inputs was 7.1%. Numerical studies showed that the substructure method has potential to serve as an alternative to shaking table tests of entire structures.
机译:这项研究提出了一种新的子结构振动台测试方法,该方法可以对结构下部进行实验研究,而对上部进行数值分析。得出兼容性条件以确保子结构化系统的动态特性等同于参考整个结构。该方法利用受控质量来整合从计算子结构到实验子结构的界面力。使用一系列转换和信号处理,开发了一种可行的接口力兼容性实现程序。为了验证所提出的子结构方法的功能和局限性,使用包括受控质量系统动力学在内的详细模型进行了数值模拟。数值模拟的结果表明,所提出的子结构方法产生的结果可与参考整个模拟相媲美。地震输入的子结构和整个响应所产生的顶层位移之间的平均误差为7.1%。数值研究表明,子结构方法有可能替代整个结构的振动台试验。

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