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首页> 外文期刊>Journal of Structural Engineering >Risk-Informed Design Optimization of Vertically Distributed Tuned Liquid Wall Dampers for Multihazard Mitigation
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Risk-Informed Design Optimization of Vertically Distributed Tuned Liquid Wall Dampers for Multihazard Mitigation

机译:垂直分布的调谐液壁阻尼器的风险知情设计优化,以减轻多危害

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摘要

Supplemental damping devices, including passive, semiactive, and active systems, can be employed to reduce vibrations caused by various hazards. This paper examined tuned liquid column dampers (TLCDs), a specialized type of tuned mass damper typically used to reduce the response of the structure around a specific frequency. A variation of the tuned liquid damper previously studied by the authors is a tuned liquid wall damper (TLWD), in which multiple liquid columns are embedded within a RC shear wall. The TLWD eliminates the space requirement of a conventional tuned liquid damper by distributing the liquid mass vertically into multiple columns throughout the structural shear wall system, and enables reaching a higher frequency range through the design of the TLWD geometries. This study investigated the optimal design of TLWD systems to mitigate multiple hazards, in particular nonsimultaneous wind and seismic hazards, based on a life-cycle cost (LCC) objective function. This was done using a probabilistic life-cycle analysis procedure that leveraged Bayesian optimization (BO) to search for the most promising permutation of tuning parameters that minimize the LCC under the design loads, with Monte Carlo simulations used to propagate the record-to-record variability of wind and seismic hazards. The proposed procedure was demonstrated on a 20- and a 42-story building subjected to nonsimultaneous wind and seismic excitations. The vertically distributed TLWDs were subjected to geometric constraints provided by the wall systems, and tuned to multiple frequencies enabling multimode mitigation. Afterward, the optimal tuning parameters were identified using the LCC-BO algorithm. Results showed that the multimode TLWD tuned with optimal tuning parameters effectively mitigated both wind and seismic hazards, leading to 32.8 and 43 total LCC reduction for the 20- and 42-story buildings, respectively, compared with the buildings without dampers, excluding the cost of the mitigation system. A performance comparison with a traditional tuned liquid column damper (TLCD) installed at the top of the buildings demonstrated that the multimode TLWD system outperformed the TLCD with an approximate 9 reduction in LCC for both the 20- and 42-story buildings. (C) 2021 American Society of Civil Engineers.
机译:可以使用补充阻尼装置,包括被动、半主动和主动系统,以减少由各种危险引起的振动。本文研究了调谐液柱阻尼器(TLCD),这是一种特殊类型的调谐质量阻尼器,通常用于降低结构在特定频率附近的响应。作者之前研究的调谐液体阻尼器的一种变体是调谐液壁阻尼器(TLWD),其中多个液柱嵌入在RC剪切墙内。TLWD 通过将液体团垂直分布到整个结构剪力墙系统中的多个柱子中,消除了传统调谐液体阻尼器的空间要求,并通过 TLWD 几何形状的设计实现更高的频率范围。本研究基于生命周期成本(LCC)目标函数,研究了TLWD系统的优化设计,以减轻多种灾害,特别是非同时发生的风和地震灾害。这是使用概率生命周期分析程序完成的,该程序利用贝叶斯优化 (BO) 来搜索最有希望的调谐参数排列,以最小化设计载荷下的 LCC,并使用蒙特卡罗模拟来传播风和地震灾害的记录到记录的变异性。在一栋20层和42层的建筑上演示了拟议的程序,该建筑受到非同时的风和地震激励。垂直分布的TLWD受到墙体系统提供的几何约束,并调谐到多个频率,从而实现多模抑制。然后,使用LCC-BO算法确定最佳调谐参数。结果表明,采用最优调谐参数的多模TLWD有效缓解了风灾和地震灾害,与无阻尼器的建筑物相比,20层和42层建筑的LCC分别降低了32.8%和43%,不包括减震系统的成本。与安装在建筑物顶部的传统调谐液柱阻尼器(TLCD)的性能比较表明,多模TLWD系统的性能优于TLCD,20层和42层建筑物的LCC降低了约9%。(C) 2021 年美国土木工程师协会。

著录项

  • 来源
    《Journal of Structural Engineering》 |2022年第3期|4021295.1-4021295.16|共16页
  • 作者单位

    Iowa State Univ, Dept Civil Construct & Environm Engn, 813 Bissell Rd, Ames, IA 50011 USA;

    Catholic Univ Amer, Dept Civil & Environm Engn, 620 Michigan Ave NE, Washington, DC 20064 USA;

    Univ Perugia, Dept Civil & Environm Engn, I-06123 Perugia, Italy|Via G Duranti 93, I-06125 Perugia, Italy;

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