柔性防冲桩内力计算的迭代法  

A Process of Iteration for Calculating Inner Forces of Flexible Fendering Piles

作　　者：胡立万[1] 刘贤志[1] 

机构地区：[1]大连理工大学

出　　处：《水运工程》1998年第7期18-22,共5页Port & Waterway Engineering

摘　　要：介绍一种用计算机计算防冲桩内力的迭代法。基于已知的船舶撞击动能，用该法求出船舶的撞击力，及护舷反力，进而用“Ｍ”法计算防冲桩的内力、位移。该程序可用于防冲桩的设计及橡胶护舷的选型。Abstract It introduces a process of iteration for calculating inner forces of fender piles by computer. In the first, computing the impact force of ship and fender reaction by given ship's impact energy using the process, and then using M-method to compute the inner forces and displacement of fender piles. The process may not only be used for fender pile design but also for type selection of rubber fenders.

关 键 词：防冲桩 橡胶护舷 码头 内力 迭代法 

分 类 号：U656.11[交通运输工程—港口、海岸及近海工程] U655.544.1[交通运输工程—船舶与海洋工程]