Nonlinear Dynamic Responses of Tension Leg Platform with Slack-Taut Tether
文献类型：期刊论文
| 作者 | Zeng XH(曾晓辉) ; Li XW(李宣文); Liu Y(刘洋); Wu YX(吴应湘)
|
| 刊名 | China Ocean Engineering
 |
| 出版日期 | 2009 |
| 卷号 | 23期号:1页码:37-48 |
| 通讯作者邮箱 | zxh@imech.ac.cn |
| 关键词 | Tension Leg Platform Slack-Taut Large Amplitude Motions Sensitivity Analysis Wave Loads Random Sea Behavior |
| ISSN号 | 0890-5487 |
| 通讯作者 | 曾晓辉 |
| 合作状况 | 其它 |
| 中文摘要 | The slack-taut state of tether is a particular Averse circumstance, which may influence the normal operation stale of tension leg platform (TLP). The dynamic responses of TLP with slack-taut tether are studied with consideration of several nonlinear factors introduced by large amplitude motions. The time histories of stresses of tethers of a typical TLP in slack-taut state are given. In addition, the sensitivities of slack to stiffness and mass are investigated by varying file stiffness of tether and mass of TLP. It is found that slack is sensitive to the mass of TLP. The critical culled surfaces (over which indicates the slack) for the increase of mass are obtained. |
| 学科主题 | 结构振动与噪声 |
| 类目[WOS] | Engineering, Civil ; Engineering, Ocean ; Engineering, Mechanical ; Water Resources |
| 研究领域[WOS] | Engineering ; Water Resources |
| 关键词[WOS] | WAVE LOADS ; RANDOM SEA ; BEHAVIOR |
| 收录类别 | SCI |
| 原文出处 | http://d.wanfangdata.com.cn/periodical_zghygc-e200901004.aspx |
| 语种 | 英语 |
| WOS记录号 | WOS:000265875700004 |
| 公开日期 | 2009-12-25 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/28784]  |
| 专题 | 力学研究所_水动力学与海洋工程重点实验室(2009-2011) 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 推荐引用方式 GB/T 7714 | Zeng XH,Li XW,Liu Y,et al. Nonlinear Dynamic Responses of Tension Leg Platform with Slack-Taut Tether[J]. China Ocean Engineering,2009,23(1):37-48. |
| APA | Zeng XH,Li XW,Liu Y,&Wu YX.(2009).Nonlinear Dynamic Responses of Tension Leg Platform with Slack-Taut Tether.China Ocean Engineering,23(1),37-48. |
| MLA | Zeng XH,et al."Nonlinear Dynamic Responses of Tension Leg Platform with Slack-Taut Tether".China Ocean Engineering 23.1(2009):37-48. |
入库方式： OAI收割
来源：力学研究所
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