天津港高桩码头结构与岸坡耦合有限元分析  

Finite analysis of coupling between open type pier on piles and bank slope of Tianjin port

作　　者：李越松[1] 刘现鹏[1] 祝振宇[2] 

机构地区：[1]交通部天津水运工程科学研究所 [2]天津大学建筑工程学院

出　　处：《山西建筑》2007年第12期67-68,共2页Shanxi Architecture

摘　　要：结合码头概况,通过建立码头结构与岸坡耦合的有限元模型,探究天津港高桩码头岸坡变形的规律,分析了导致岸坡变形的主要因素,并对岸坡变形对码头结构的影响进行了考察,以供相关工程参考。Combined with situations of pier and based upon coupling finite element model between pier and bank slope the deformation regularity of bank slope of open type pier on piles is studied.Reasons caused the deformation of bank slope are analyzed as well as the impacts of bank slope deformation on pier structure,which provide good references for similar works.

关 键 词：高桩码头 岸坡变形 有限元 荷载 

分 类 号：TU399[建筑科学—结构工程]