Dynamic response of infilled frames incorporating a sliding base device
文献类型：期刊论文
| 作者 | Liauw TC; Tian QL(田千里) ; Cheung YK
|
| 刊名 | Proceedings of The Institution of Civil Engineers Part 2-research And Theory
 |
| 出版日期 | 1986 |
| 卷号 | 81期号:1页码:55-69 |
| ISSN号 | 0020-3262 |
| 合作状况 | 国际 |
| 中文摘要 | In 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. |
| 类目[WOS] | Engineering, Civil |
| 收录类别 | SCI |
| 原文出处 | http://dx.doi.org/10.1680/iicep.1986.703 |
| 语种 | 英语 |
| WOS记录号 | WOS:A1986A853200004 |
| 公开日期 | 2013-11-20 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/47543]  |
| 专题 | 力学研究所_力学所知识产出(1956-2008) |
| 推荐引用方式 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. |
入库方式： OAI收割
来源：力学研究所
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