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Impacts of soil-structure interaction on the structural control of nonlinear systems using adaptive control approach

机译:土-结构相互作用对非线性系统结构自适应控制的影响

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摘要

Though there is no doubt that soil-structure interaction (SSI) effects could significantly impact on the response of structures under seismic loads, this phenomenon is often neglected in control of structures. In the present research, the simple adaptive control (SAC) algorithm is utilized in conjunction with the magnetorheological (MR) damper to control the responses of a nonlinear structure based on soft soil analytically and the results are compared with passive-on and passive-off states. As the prototype structure is from an experimental test, a reliable framework is established by validating the accuracy of the structural model. The SSI effects are investigated from several aspects such as effects on control forces and performance of SAC in control of soil structure systems. In addition to using conventional evaluation criteria in control problems, fragility analysis is carried out to study the structural behavior and SSI effects in-depth. It is observed that the SAC algorithm is capable of controlling the responses of structures and the outcomes are satisfying comparing to the passive approaches. The results show that neglecting SSI could completely underestimate damage to controlled structures especially structures based on soft soil and it will lead to error in the first estimation of control forces during design.
机译:尽管毫无疑问,土-结构相互作用(SSI)的影响会显着影响地震荷载作用下的结构响应,但在控制结构时通常会忽略这种现象。在本研究中,简单自适应控制(SAC)算法与磁流变(MR)阻尼器结合使用,基于软土分析来控制非线性结构的响应,并将结果与​​被动开启和被动关闭进行了比较状态。由于原型结构来自实验测试,因此可以通过验证结构模型的准确性来建立可靠的框架。从对土壤结构系统控制中控制力和SAC性能的影响等多个方面研究了SSI的影响。除了在控制问题中使用常规评估标准外,还进行了脆性分析,以深入研究结构行为和SSI效应。可以看出,与被动方法相比,SAC算法能够控制结构的响应,并且结果令人满意。结果表明,忽略SSI可能会完全低估对受控结构(尤其是基于软土的结构)的破坏,并且会在设计过程中对控制力的首次估计产生误差。

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