采用PSO-GWO混合算法优化质量摩擦阻尼器建筑物的抗震性能

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Salah Djerouni , Reyes Garcia
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引用次数: 0

摘要

调谐质量摩擦阻尼器(TMFDs)在控制结构响应方面非常有效。然而,在多自由度系统和真实地震动记录下,tmfd的参数需要在设计过程中进行优化,这是一个复杂的问题。本文从数值上考察了调谐质量阻尼器(TMDs)和调谐质量阻尼器(TMDs)在降低多自由度建筑在地震激励下的响应方面的有效性。首先采用粒子群优化(PSO)和灰狼优化(GWO)相结合的新型高效“混合”算法对tmfd和TMDs的设计参数(质量、阻尼、频率和摩擦系数)进行优化。接下来,考虑在顶层设置TMFD或TMD装置的四个抗矩框架建筑(3,6,9和12层),以推导运动的控制微分方程。选取顶楼的位移需求作为目标函数的目标,使其达到最小。优化后,采用TMFD/TMD装置的四座框架建筑和相应的非控制框架进行了100次远场和近场(有/无脉冲)地震。结果表明,在相同质量的情况下,TMFD控制装置可以提供与TMD装置相当的控制性能。对于3层、6层和9层的建筑,优化后的TMD设备比优化后的TMD设备减少了10%的位移需求。相反,对于12层的框架,TMFD比TMD装置减少了10%的位移需求。这表明TMFD设备在高层建筑中更有效。就不受管制的建筑物的位移需求而言,一般而言,管理系统提供的冲程需求优于管理系统提供的冲程需求。本文有助于开发更有效的被动控制系统混合优化设计工具,这反过来又有望促进被动控制系统在受控建筑设计中的更广泛采用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seismic behavior of buildings with tuned mass friction dampers optimized with a novel PSO-GWO hybrid algorithm
Tuned mass friction dampers (TMFDs) are very effective at controlling the response of structures. However, the TMFDs’ parameters need to be optimized during design, which is complex if multi-degree of freedom systems (MDOF) and real ground motion records are adopted. This article examines numerically the effectiveness of TMFDs and tuned mass dampers (TMDs) at reducing the response of MDOF buildings subjected to seismic excitations. The design parameters of TMFDs and TMDs (mass, damping, frequency and friction coefficient) are first optimized by adopting a novel and efficient “hybrid” algorithm that combines a particle swarm optimization (PSO) and a grey wolf optimization (GWO). Next, four moment resisting frame buildings (3, 6, 9 and 12-stories) with a TMFD or a TMD device at the top floor are considered to derive the governing differential equations of motion. The displacement demand of the top floor is selected as a target of the objective function to be minimized. After the optimization, the four frame buildings with a TMFD/TMD device and counterpart non-controlled frames are subjected to 100 far-field and near-field (with/without pulse) earthquakes. The results show that, for equal masses, the TMFD control device can provide control performance comparable to the TMD device. For the 3,6 and 9-story buildings, the optimized TMD device reduces the displacement demand by an additional 10 % over counterpart buildings with an optimized TMFD. Conversely, for the 12-story frame, TMFD reduces the displacement demand by an additional 10 % over the TMD device. This suggests that TMFD devices are more effective in high-rise buildings. The stroke demand in the TMFD is generally superior to that provided by the TMD with respect to the displacement demand of a non-controlled building. This article contributes towards the development of more effective hybrid optimization design tools for passive control systems, which in turn is expected to promote their wider adoption in the design of controlled buildings.
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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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