对具有不确定参数的 SMA-FPS 隔离系统进行鲁棒优化,以实现地震激励下的响应控制

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Dasari Sreeman, Bijan Kumar Roy
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引用次数: 0

摘要

摩擦摆系统(FPS)在强地动下的隔震层会产生较大的位移,并在地震发生后表现出明显的残余位移。为克服这些残余位移,形状记忆合金(SMA)可有效地应用于 FPS 隔震系统,因为它具有超弹性特性,特别是在重新定心能力和通过滞后行为消散能量方面具有优势。本研究介绍了一种将 SMA 与 FPS 隔离系统(SMA-FPS)集成在一起的地震隔离装置,用于结构的地震控制。然而,在假设所有系统参数都是确定和精确已知的情况下,很少有研究对 SMA-FPS 隔离系统的地震响应进行评估。系统参数的不确定性会影响结构响应,导致对 SMA-FPS 的估算不准确。为了强调不确定性的重要性,本研究对 SMA-FPS 隔离系统进行了参数和优化研究。然而,隔震系统的优化设计通常只涉及最小化作为性能函数的无条件顶层均方根加速度(RMSA),这可能会导致系统参数不确定性的波动引起响应的显著变化。为了获得更有效的 SMA-FPS 系统优化设计,对 SMA-FPS 隔离系统进行了鲁棒设计优化(RDO),其中性能函数的均值和变异性均可优化。SMA-FPS 隔离建筑的鲁棒性是通过降低系统对不确定参数变化的敏感性来实现的。为此,通过分析一栋配备了 SMA-FPS 隔离系统的五层楼房,比较了所提出的 RDO 方法和无条件优化方法的有效性。帕累托前沿结果显示,拟议的 RDO 方法显著减少了性能变化,同时 RMSA 响应略有增加,从而提高了 SMA-FPS 隔离系统的鲁棒性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Robust optimization of SMA-FPS isolation system with uncertain parameters for response control subjected to seismic excitations
The friction pendulum system (FPS) experience large displacements at the isolation level under strong ground motions and exhibits significant residual displacements after the seismic event. To overcome these residual displacements, the shape memory alloy (SMA) can be effectively utilized in FPS isolation systems due to its superelastic property, which is particularly advantageous for re-centering capabilities and energy dissipation through hysteresis behavior. This study introduces a seismic isolation device that integrates SMA with an FPS isolation system (SMA-FPS) for seismic control of structures. However, few studies have been performed on the SMA-FPS isolation system to evaluate its seismic response, with the assumption that all system parameters are deterministic and precisely known. The system parameter uncertainties can influence the structural response and lead to inaccurate estimation of SMA-FPS. To emphasize the significance of uncertainties, this study performs parametric and optimization studies on the SMA-FPS isolation system. However, the optimal design of seismic isolation usually involves only minimizing the unconditional top storey root mean square acceleration (RMSA) as the performance function, which could lead to a significant variation in the response due to fluctuations in system parameter uncertainty. To obtain a more effective optimum design of SMA-FPS system, a robust design optimization (RDO) of SMA-FPS isolation system is performed, in which both mean value and variability of the performance function can optimize. The robustness of the SMA-FPS isolated building is achieved by making the system less sensitive to variations due to uncertain parameters. For this, the effectiveness of the proposed RDO approach and unconditional optimization approach are compared by analyzing a five-storey building equipped with SMA-FPS isolation system. The pareto fronts results shows, a significant reduction in performance variation is obtained through the proposed RDO approach, accompanied by a slight increase in RMSA responses, which improves the robustness of the SMA-FPS isolation system.
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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