IMECH-IR  > 力学所知识产出(1956-2008)
Dynamic response of infilled frames incorporating a sliding base device
Liauw TC; Tian QL(田千里); Cheung YK
Source PublicationProceedings of The Institution of Civil Engineers Part 2-research And Theory
1986
Volume81Issue:1Pages:55-69
ISSN0020-3262
AbstractIn this paper, emphasis is placed on the improved dynamic behavior of the infilled frame that results when the frame is mounted on a sliding base. Because the inelastic stiffness of the sliding base during the shaking process is difficult to determine analytically, it is determined instead by experiment, on the basis of which an equivalent non-linear foundation model is established. The infilled frame and the equivalent non-linear foundation are then assembled and analyzed by the ADINA program. Experimental and analytical results show that the combined system retains high structural stiffness under normal loading conditions while sustaining a greatly reduced response to base excitation. It is therefore concluded that the adoption of such a system can increase the ability of a building to resist both wind and earthquake loads.
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Indexed BySCI
Language英语
WOS IDWOS:A1986A853200004
WOS SubjectEngineering, Civil
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Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/47543
Collection力学所知识产出(1956-2008)
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GB/T 7714
Liauw TC,Tian QL,Cheung YK. Dynamic response of infilled frames incorporating a sliding base device[J]. Proceedings of The Institution of Civil Engineers Part 2-research And Theory,1986,81(1):55-69.
APA Liauw TC,Tian QL,&Cheung YK.(1986).Dynamic response of infilled frames incorporating a sliding base device.Proceedings of The Institution of Civil Engineers Part 2-research And Theory,81(1),55-69.
MLA Liauw TC,et al."Dynamic response of infilled frames incorporating a sliding base device".Proceedings of The Institution of Civil Engineers Part 2-research And Theory 81.1(1986):55-69.
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