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Optimal design of actively controlled adjacent structures for balancing the mutually conflicting objectives in design preference aspects

机译:主动控制的相邻结构的最佳设计,用于平衡设计偏好方面相互矛盾的目标

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摘要

A preference-based optimal design approach for the actively controlled adjacent structures is proposed in this study. For the vibration control of connected adjacent structures subject to earthquake excitations, there exist many objective functions that are in conflicts with each other. It involves suppression of dynamic responses of the two structures and simultaneous minimization of control efforts such as control force, power and energy. Conventional optimal design technique has some difficulties in designing well-balanced control system between multiple objectives of performance and cost so as to exhibit the best performance on reducing incompatible responses of the coupled system with minimum control efforts. In the proposed method, the concept of degree of desirability and the preference function are introduced. By using the designers' preference, each design objective is aggregated and multi-objective optimization problem is formulated as finding the best compromising solution between structural control performance and control requirements. It is demonstrated in numerical example that the proposed approach is able to successfully mitigate the seismic impacts on both buildings by effectively utilizing and balancing the required control resources. As a result, the proposed system shows superior control performance to the conventionally designed control system in spite of using smaller control force, power and energy.
机译:在这项研究中提出了一种基于偏好的主动控制相邻结构的最佳设计方法。对于受地震激励影响的相连相邻结构的振动控制,存在许多相互冲突的目标函数。它涉及抑制两个结构的动态响应,并同时最小化控制工作,例如控制力,功率和能量。常规的最佳设计技术在设计性能和成本的多个目标之间的均衡控制系统时要遇到一些困难,以便以最小的控制努力来表现出最佳的性能,以减少耦合系统的不兼容响应。在提出的方法中,引入了期望度的概念和偏好函数。通过利用设计人员的偏爱,汇总每个设计目标,并制定多目标优化问题,以找到结构控制性能和控制要求之间的最佳折衷解决方案。数值算例表明,所提出的方法能够通过有效利用和平衡所需的控制资源来成功减轻地震对两座建筑物的影响。结果,尽管使用了较小的控制力,功率和能量,但所提出的系统仍显示出优于传统设计的控制系统的控制性能。

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