港口航道与近海工程2025，Vol.62Issue(1)：59-63,5.DOI:10.16403/j.cnki.ggjs20250112
撑杆墩兼做系缆墩的特殊性分析
Analysis of Particularity of Strut Pier Doubling as Mooring Pier
禹精瑞 1王全 1陈哲1
作者信息
- 1. 中交武汉港湾工程设计研究院有限公司,湖北 武汉 430040||海工结构新材料及维护加固技术湖北省重点实验室,湖北 武汉 430040
- 折叠
摘要
Abstract
In order to avoid ship cable crossing the strut pole at the adjacent berth,the stress state of the strut pier that also served as mooring pier was studied by referring to other engineering cases.The results showed that the mooring force acting on the above strut should be calculated separately.The bending moment of pile foundation is very sensitive to the horizontal force acting on the strut pier,and the minimum bending moment of pile foundation corresponded to the minimum horizontal force acting on the strut pier.but little axial force of pile foundation was affected by the change in the horizontal force on the strut pier.关键词
浮码头/撑杆墩/系缆墩/消能Key words
floating dock/strut pier/mooring pier/energy dissipation分类
建筑与水利引用本文复制引用
禹精瑞,王全,陈哲..撑杆墩兼做系缆墩的特殊性分析[J].港口航道与近海工程,2025,62(1):59-63,5.
