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Compensation techniques for experimental errors in real-time hybrid simulation using shake tables

机译:使用摇表的实时混合仿真中的实验误差补偿技术

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摘要

Substructure shake table testing is a class of real-time hybrid simulation (RTHS). It combines shake table tests of substructures with real-time computational simulation of the remaining part of the structure to assess dynamic response of the entire structure. Unlike in the conventional hybrid simulation, substructure shake table testing imposes acceleration compatibilities at substructure boundaries. However, acceleration tracking of shake tables is extremely challenging, and it is not possible to produce perfect acceleration tracking without time delay. If responses of the experimental substructure have high correlation with ground accelerations, response errors are inevitably induced by the erroneous input acceleration. Feeding the erroneous responses into the RTHS procedure will deteriorate the simulation results. This study presents a set of techniques to enable reliable substructure shake table testing. The developed techniques include compensation techniques for errors induced by imperfect input acceleration of shake tables, model-based actuator delay compensation with state observer, and force correction to eliminate process and measurement noises. These techniques are experimentally investigated through RTHS using a uni-axial shake table and three-story steel frame structure at the Johns Hopkins University. The simulation results showed that substructure shake table testing with the developed compensation techniques provides an accurate and reliable means to simulate the dynamic responses of the entire structure under earthquake excitations.
机译:子结构振动台测试是一类实时混合仿真(RTHS)。它将子结构的振动台测试与结构其余部分的实时计算仿真相结合,以评估整个结构的动力响应。与传统的混合仿真不同,子结构振动台测试在子结构边界处施加了加速度兼容性。但是,振动台的加速度跟踪非常具有挑战性,并且不可能在没有时间延迟的情况下产生完美的加速度跟踪。如果实验性子结构的响应与地面加速度高度相关,则错误的输入加速度不可避免地会引起响应误差。将错误的响应输入RTHS程序将使仿真结果变差。这项研究提出了一套技术,以实现可靠的子结构振动台测试。所开发的技术包括用于补偿由于振动台输入速度不理想而引起的误差的补偿技术,具有状态观察器的基于模型的执行器延迟补偿以及消除过程和测量噪声的力校正。这些技术是在约翰·霍普金斯大学使用单轴振动台和三层钢框架结构通过RTHS进行实验研究的。仿真结果表明,采用已开发的补偿技术的子结构振动台试验提供了一种准确可靠的手段,可以模拟地震激励下整个结构的动力响应。

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