标题:A Bidirectional Pounding Tuned Mass Damper and Its Application to Transmission Tower-Line Systems under Seismic Excitations
作者:Tian, Li; Rong, Kunjie; Bi, Kaiming; Zhang, Peng
作者机构:[Tian, Li; Rong, Kunjie] Shandong Univ, Sch Civil Engn, Jinan 250061, Shandong, Peoples R China.; [Bi, Kaiming] Curtin Univ, Sch Civil & Mech Engn, 更多
通讯作者:Tian, L;Tian, Li
通讯作者地址:[Tian, L]Shandong Univ, Sch Civil Engn, Jinan 250061, Shandong, Peoples R China.
来源:INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS
出版年:2019
卷:19
期:6
DOI:10.1142/S0219455419500561
关键词:Earthquake; transmission tower; vibration control; tuned mass damper;; horizontal ground motion
摘要:Failures of transmission tower-line systems have frequently occurred during large earthquakes. It is essential to control the excessive vibrations of transmission tower-line systems to ensure their safe operation in such events. This paper numerically investigates the effectiveness of using a novel bidirectional pounding tuned mass damper (BPTMD) to control the seismic responses of transmission tower-line system when subjected to earthquake ground motions. A finite element model of a typical transmission tower-line system with BPTMD is developed using the commercial software ABAQUS, with the accuracy of the results verified against a previous study. The seismic responses of the system with and without BPTMD are calculated. For comparison, the control effect of using the conventional bidirectional tuned mass damper is also calculated and discussed. Finally, a parametric study is performed to investigate the effects of the mass ratio, seismic intensity, gap size and frequency ratio on the seismic response of the system, while optimal design parameters are obtained.
收录类别:EI;SCOPUS;SCIE
资源类型:期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85061984691&doi=10.1142%2fS0219455419500561&partnerID=40&md5=6704648068cbd1df001bd3b26c10631c
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