水道港口Issue(2)：169-173,5.
撞击力下柔性靠船桩高桩码头横向变形分析
Study on lateral deformation of flexible berthing pile of high piled wharf under ship impact load
项雯 1鲁子爱 1翟秋 1陈智1
作者信息
- 1. 河海大学港口海岸与近海工程学院，南京 210098
- 折叠
摘要
Abstract
Flexible berthing pile of high piled wharf is a structural system composed of flexible berthing pile, rubber fender and pile platform. Aiming at the condition of the platform sustained the impact load, the lateral deformations of the pile, rubber fender and the pile platform were studied. The mathematical formulas were put forward on the basis of the horizontal force balancing condition and displacement coordination at the top of pile. The method to evaluate the correlation coefficients of the formulas was suggested, and the solving process of iterative method was described. The result can offer a reference for structure design and standard revision.关键词
柔性靠船桩/码头桩台/横向变形/p-y曲线/迭代法Key words
flexible berthing pile/pile platform/lateral deformation/p-y curve/iterative method分类
交通工程引用本文复制引用
项雯,鲁子爱,翟秋,陈智..撞击力下柔性靠船桩高桩码头横向变形分析[J].水道港口,2013,(2):169-173,5.
