标题:Progressive collapse analysis of long-span transmission tower-line system under multi-component seismic excitations
作者:Tian, Li; Ma, Ruisheng; Pan, Haiyang; Qiu, Canxing; Li, Wenfeng
作者机构:[Tian, Li; Ma, Ruisheng; Pan, Haiyang; Qiu, Canxing] Shandong Univ, Sch Civil & Hydraul Engn, Jinan 250061, Shandong, Peoples R China.; [Ma, Ruishen 更多
通讯作者:Qiu, Canxing
通讯作者地址:[Qiu, CX]Shandong Univ, Sch Civil & Hydraul Engn, Jinan 250061, Shandong, Peoples R China.
来源:ADVANCES IN STRUCTURAL ENGINEERING
出版年:2017
卷:20
期:12
页码:1920-1932
DOI:10.1177/1369433217700426
关键词:collapse mechanism; incremental dynamic analysis; long-span transmission; tower-line system; progressive collapse analysis
摘要:Research on progressive collapse has a practical significance for long-span transmission tower-line system. Considering material damage effect, the Tian-Ma-Qu model is used to capture the nonlinear behaviors of element. The damage index is selected as the failure criteria of element. A three-dimensional finite element model, which consists of steel-latticed towers supporting transmission lines, is created in ABAQUS. Seven seismic records are selected based on site conditions and adjusted to match the design spectrum required. The collapse mechanism of the long-span transmission tower-line system under El Centro is investigated, and the incremental dynamic analysis is conducted to obtain the collapse resistant capacity of the structure. The amplification factor is proposed to evaluate the collapse resistant capacity of the structure. The displacement responses of electricity transmission towers are studied based on inter-segment displacement ratio results. The analysis results can provide a meaningful reference for the seismic design of long-span transmission tower-line system.
收录类别:EI;SCOPUS;SCIE
Scopus被引频次:1
资源类型:期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85029884446&doi=10.1177%2f1369433217700426&partnerID=40&md5=93c54969d16f84b20cead5d6a827f79d
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