Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections
文献类型：期刊论文
| 作者 | Xiao J(肖剑) ; Huang GJ(黄国君)
|
| 刊名 | Procedia Engineering
 |
| 出版日期 | 2010 |
| 卷号 | 4页码:233-242 |
| 关键词 | Seismic response Shore connection |
| ISSN号 | 1877-7058 |
| 中文摘要 | The study investigates the seismic response of the Submerged Floating Tunnel (SFT) with different types of connection between the ends of SFT and the shore, including the rigid connection, hinged connection, elastic bearing connection, bi-linear elastic bearing connection, and passive isolation connection. In addition, the influence of various design parameters of the different types of shore bearings on the dynamic behavior of SFT is studied, involving the elastic stiffness of the elastic bearing, the secondary stiffness and turning force of stiffness of the bi-linear elastic bearing, plastic stiffness and yield shear force of the passive isolation bearing. An effective design method for the parameters of the bearing is proposed. The transverse stiffness of the cable which represents the stiffness of the whole structure is introduced as a reference of the bearing design. The seismic response of SFT can be significantly reduced by choosing proper parameters of the bearing based on the principle of redistribution of stiffness. |
| 收录类别 | EI |
| 原文出处 | http://dx.doi.org/10.1016/j.proeng.2010.08.027 |
| 语种 | 英语 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/55291]  |
| 专题 | 力学研究所_环境力学重点实验室(2009-2011) |
| 推荐引用方式 GB/T 7714 | Xiao J,Huang GJ. Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections[J]. Procedia Engineering,2010,4:233-242. |
| APA | 肖剑,&黄国君.(2010).Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections.Procedia Engineering,4,233-242. |
| MLA | 肖剑,et al."Transverse earthquake response and design analysis of submerged floating tunnels with various shore connections".Procedia Engineering 4(2010):233-242. |
入库方式： OAI收割
来源：力学研究所
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