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Adaptive tracking control for real-time hybrid simulation of structures subjected to seismic loading

机译:地震荷载作用下结构实时混合仿真的自适应跟踪控制

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Real-time hybrid simulation (RTHS) is an interesting method for studying the performance of structures subjected to dynamic loading. RTHS decomposes a structure into partitioned physical and numerical sub-structures that are coupled together through actuation systems. The sub-structuring approach is particularly attractive for studying large-scale problems since it allows for setting up large-scale structures with thousands of degrees of freedom in numerical simulations while specific components can be studied experimentally. Due to the RTHS system dynamics, there is an inevitable time delay that affects accuracy and stability of the simulation. Several tracking control algorithms have been proposed to compensate time delay and improve the accuracy, however, robustness still presents challenges to obtain successful simulation results. In this paper, a Conditional Adaptive Time Series (CATS) compensator is proposed based on the principles of the Adaptive Time Series compensator (ATS) for a benchmark problem that consists of a three-story shear frame with one degree of freedom (DOF) in a virtual RTHS (vRTHS) that considers numerical and experimental models subjected to earthquake loading. A recursive least square (RLS) algorithm is adopted for the parameter estimation of the controller to reduce computational efforts in the simulation. The performance and robustness of a first-order CATS controller is evaluated for different partitioned cases. It is shown that an adaptive compensation strategy is an effective approach for RTHS based on nine performance criteria due to its simple implementation and accuracy.
机译:实时混合仿真(RTHS)是研究动态荷载下结构性能的一种有趣方法。 RTHS将结构分解为物理的和数字的子结构,这些子结构通过驱动系统耦合在一起。子构造方法对于研究大型问题特别有吸引力,因为它允许在数值模拟中建立具有数千个自由度的大型结构,而可以通过实验研究特定的组件。由于RTHS系统的动态性,不可避免的时间延迟会影响仿真的准确性和稳定性。已经提出了几种跟踪控制算法来补偿时间延迟并提高精度,但是,鲁棒性仍然对获得成功的仿真结果提出了挑战。在本文中,基于自适应时间序列补偿器(ATS)的原理,提出了一个条件基准时间补偿器(CATS)补偿器,该基准问题由一个具有一个自由度(DOF)的三层剪切框架组成。虚拟RTHS(vRTHS),它考虑了承受地震载荷的数值模型和实验模型。递归最小二乘(RLS)算法用于控制器的参数估计,以减少仿真中的计算量。针对不同的分区情况评估了一阶CATS控制器的性能和鲁棒性。结果表明,基于九种性能标准的自适应补偿策略由于其简单的实现和准确性而成为一种有效的方法。

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