摘要
选取武汉某浮码头囤船定位桩结构为工程实例,利用通用有限元软件Midas Civil,分析了在4种荷载工况作用下桩径、桩距和斜撑对浮码头囤船三桩定位桩结构内力和变形的影响,提出囤船定位桩结构较为合理的桩径和桩距大小,以供浮码头囤船定位桩结构设计者参考。
Taking a floating pontoon wharf in Wuhan as an example,we analyze the effect of pile diameter,pile spacing and raking shores on the internal force and deformation of positioning piles of pontoon wharfs under four different conditions by Midas Civil software,and give the more reasonable range of pile diameter and pile spacing,serving as a reference for the design of positioning pile of pontoon wharf.
出处
《水运工程》
北大核心
2013年第3期101-108,共8页
Port & Waterway Engineering
关键词
浮码头囤船
定位桩
有限元
floating pontoon wharf
positioning pile
finite element
