| 金华江重力式码头三维数值模拟分析 |
| |
| 引用本文： | 王 峰,尤克诗,刘 云.金华江重力式码头三维数值模拟分析[J].水运工程,2017(3):76-79. |
| |
| 作者姓名： | 王 峰 尤克诗 刘 云 |
| |
| 作者单位： | 金华市港航管理局，浙江 金华 312000;中南大学 土木工程学院，湖南 长沙 410075,金华市港航管理局，浙江 金华 312000,金华市港航管理局，浙江 金华 312000 |
| |
| 摘 要： | 结合金华江航道特性和现存重力式码头结构建立三维模型,通过对桩基承载特性进行研究,分析结构的稳定性。计算不同荷载状况下桩基的位移曲线和码头面板的位移曲线,分析撞击力和系缆力分别作用时对码头结构的整体受力变形的影响。
|
| 关 键 词： | 重力式码头 位移 稳定性 桩基 |
Three-dimensional numerical analysis of gravity wharf in Jinhua River |
| |
| WANG Feng,YOU Ke-shi and LIU Yun.Three-dimensional numerical analysis of gravity wharf in Jinhua River[J].Port & Waterway Engineering,2017(3):76-79. |
| |
| Authors: | WANG Feng YOU Ke-shi and LIU Yun |
| |
| Institution: | Port Waterway Administration of Jinhua,Jinhua 312000,China;College of Civil Engineering,Central South University,Changsha 410075,China,Port Waterway Administration of Jinhua,Jinhua 312000,China and Port Waterway Administration of Jinhua,Jinhua 312000,China |
| |
| Abstract: | Combined channel characteristics of Jinhua River with existed wharf,three-dimensional numerical model of gravity wharf is established.Bearing capacity of piles foundation and stability for gravity wharf are studied by numerical simulation.The influence of impact force and mooring force on structure deformation is analyzed by calculating displacement curves of wharf slab and vertical displacement curves of piles foundation in different load conditions,respectively. |
| |
| Keywords: | gravity wharf displacement stability pile foundation |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《水运工程》浏览原始摘要信息 |
| 点击此处可从《水运工程》下载免费的PDF全文 |
|
