Reduction of the kinematically excited lateral and torsional vibrations of a tall building model using coupled pendulums

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL
Krzysztof Majcher
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引用次数: 0

Abstract

The aim of the research was to investigate the effectiveness of a pendulum tuned mass damper with two degrees of freedom (PTMD2DOF) in reducing vibrations caused by the kinematic excitations of a tall building model. The PTMD2DOF concept proposed in the paper is consistent with the canons of passive tuned mass dampers (TMD). The PTMD2DOF design was developed based on a system of two pendulums that are connected by an elastic element (a flexurally deformable rod). Thanks to this element, static coupling between the dynamic degrees of freedom of both pendulums was obtained. In this way, a passive TMD was also obtained, the dynamic degrees of freedom of which are related to horizontal motion (consistent swings of both pendulums) and rotational motion (opposite swings of both pendulums). This in turn allowed for the tuning of the PTMD2DOF to two natural frequencies of the tall building model—the first that corresponded to lateral vibrations, and the second that corresponded to torsional vibrations. The TMD was tuned by selecting key geometric and material parameters. The effectiveness of the PTMD2DOF was verified experimentally on a shake table, and also numerically using an FEM model in the Mathematica 12 environment. The model of a tall building with or without PTMD2DOF was subjected to nine kinematic excitations – four harmonic excitations and five real seismograms. The effectiveness was assessed by comparing the dynamic responses of the protected and unprotected model. High vibration reduction efficiency was achieved: up to 94% for transverse vibrations and over 73% (experimentally) for torsional vibrations. In the case of the seismic excitations, the efficiency was lower and depended on the duration and characteristics of the signal. Short excitations resulted in a decrease in PTMD2DOF efficiency to below 60%, while longer excitations allowed results similar to harmonic excitations to be achieved. The agreement between the experimental and numerical results was high, and any differences were most likely caused by geometric imperfections of the physical model and/or the processing procedure of the measurement data.

利用耦合摆减少高层建筑模型的运动激发横向和扭转振动
该研究的目的是研究具有两个自由度的摆调谐质量阻尼器(PTMD2DOF)在减少由高层建筑模型的运动激励引起的振动方面的有效性。本文提出的PTMD2DOF概念与被动调谐质量阻尼器(TMD)的经典理论是一致的。PTMD2DOF设计是基于两个钟摆系统开发的,两个钟摆由弹性元件(可弯曲变形的杆)连接。利用该元件,实现了两个钟摆动态自由度之间的静态耦合。通过这种方法,还得到了一个被动的TMD,其动态自由度与水平运动(两个钟摆的一致摆动)和旋转运动(两个钟摆的相反摆动)有关。这反过来又允许PTMD2DOF调整到高层建筑模型的两个固有频率上——第一个对应于横向振动,第二个对应于扭转振动。通过选择关键几何参数和材料参数对TMD进行了调谐。通过振动台实验验证了PTMD2DOF的有效性,并在Mathematica 12环境下进行了数值模拟。对有或没有PTMD2DOF的高层建筑模型进行了9次运动激励——4次谐波激励和5次真实地震记录。通过比较受保护和未受保护模型的动态响应来评估有效性。实现了高减振效率:横向振动高达94%,扭转振动超过73%(实验)。在地震激励的情况下,效率较低,并且取决于信号的持续时间和特征。短激励导致PTMD2DOF效率降低到60%以下,而长激励可以实现类似谐波激励的结果。实验结果与数值结果的一致性很高,任何差异很可能是由物理模型的几何缺陷和/或测量数据的处理过程引起的。
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来源期刊
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
期刊介绍: Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science. The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics. The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation. In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.
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