港口航道与近海工程2025，Vol.62Issue(3)：40-44,5.DOI:10.16403/j.cnki.ggjs20250310
斜向靠泊风险对高桩码头的影响分析
Analysis for Influence of Diagonal Berthing Risks on Piled Wharf
凌授珺 1孙克俐2
作者信息
- 1. 中交第一航务工程勘察设计院有限公司,天津 300220||天津市海岸与近海工程岩土与结构重点实验室,天津 300222
- 2. 天津大学建筑工程学院,天津 300072
- 折叠
摘要
Abstract
The extensive mode and inaccuracy of codes are regarded as high potential risks in the design.The investigation results show that the calculation method of ship impact force specified in Chinese standards cannot fully reflect real berthing state of a ship.Based on the platform in front of a small piled wharf along Zhujiang River,a finite element analysis software ANSYS was used to study the displacement of a structure under the diagonal impact force by a ship and the stress acting on a pile foundation.The internal force and displacement of the pile foundation calculated by using different specifications were compared,which led to the risk control measures from the aspect of design.关键词
有限元分析/船舶撞击力/高桩码头/风险控制Key words
finite element analysis/impact force by a ship/piled wharf/risk control分类
交通运输引用本文复制引用
凌授珺,孙克俐..斜向靠泊风险对高桩码头的影响分析[J].港口航道与近海工程,2025,62(3):40-44,5.
