港工技术2012，Vol.49Issue(1)：31-33,3.
框架码头主体与接岸结构在变水位条件下的相互作用研究
Research on Interaction of Framed Wharf and Shore Approach When Water Level Changes
摘要
Abstract
By now, a few research results have been acquired in China and abroad, which are for overhead vertical framed wharf along inland-river with larger change ranges of water depth and water level. And few research has been done for interaction of wharf and shore approach during wharfs operation. Based on its stress characteristics, a shock isolating spring is set up between front apron beam and shore approach in order to simulate the interaction of wharf and shore approach. PLAXIS software is applied to study the impact on the above interaction by different water level falling velocities, to get internal force and deformation of structures and put forward spring rigidity coefficient.关键词
码头/接岸结构/相互作用/变水位/刚度系数Key words
wharf/ shore approach/ interaction/ change of water level/ rigidity coefficient分类
交通工程引用本文复制引用
王多垠,易振友,宋成涛..框架码头主体与接岸结构在变水位条件下的相互作用研究[J].港工技术,2012,49(1):31-33,3.基金项目
交通运输部西部交通建设科技项目(20113288141160) （20113288141160）
重庆市交通基础设施重大科技专项基金(CSTC 2009AA6029) （CSTC 2009AA6029）
