Seismic wave passage effect on dynamic response of submerged floating tunnels | |
Chen WJ(陈文军)![]() ![]() | |
刊名 | Procedia Engineering
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2010 | |
卷号 | 4页码:217-224 |
关键词 | Multiple support excitations Wave passage effect Large mass method Resonance |
ISSN号 | 1877-7058 |
中文摘要 | In this paper, a numerical analysis is performed to investigate the dynamic characteristics of submerged floating tunnels (SFTs) under seismic wave passage effect. The large mass method is examined firstly and then used to simulate numerically the dynamic response of SFTs. It is found that the dynamic response of SFTs is influenced remarkably by the multi-support excitation with the seismic wave passage effect and varies with the velocity of seismic waves in a non-monotone way. The numerical results show that the response under the multi-support excitation is much larger than that under the simultaneous excitation except for the displacement response in some velocities, and there exists a peak velocity of seismic waves that corresponds the maximum response of the structure. In addition, for every velocity, the most remarkable response appears near the shore connection corresponding to output end of the seismic wave. This finding reflects the unique behavior of SFTs under the multi-support excitations and is meaningful to the seismic design of SFTs as well as other periodic long-span structures. |
收录类别 | EI |
原文出处 | http://dx.doi.org/10.1016/j.proeng.2010.08.025 |
语种 | 英语 |
内容类型 | 期刊论文 |
源URL | [http://dspace.imech.ac.cn/handle/311007/55290] ![]() |
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 | Chen WJ,Huang GJ. Seismic wave passage effect on dynamic response of submerged floating tunnels[J]. Procedia Engineering,2010,4:217-224. |
APA | 陈文军,&黄国君.(2010).Seismic wave passage effect on dynamic response of submerged floating tunnels.Procedia Engineering,4,217-224. |
MLA | 陈文军,et al."Seismic wave passage effect on dynamic response of submerged floating tunnels".Procedia Engineering 4(2010):217-224. |
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