通过实船靠泊试验探讨高桩码头结构变形特性  

Research on deformation characteristics of high-pile pier structure by real ship berthing trials

作　　者：方海东[1,2] 秦网根[1,2] 汤渭清 吉同元[1,2] 戴跃飞[1,2] 

机构地区：[1]江苏省交通规划设计院,江苏南京211100 [2]江苏省水运工程技术研究中心,江苏南京211100 [3]江苏省交通运输厅工程质量监督局,江苏南京210001

出　　处：《水运工程》2013年第3期109-112,128,共5页Port & Waterway Engineering

摘　　要：船舶超设计靠泊能力作业现象时有发生,存在较大的安全隐患。以某高桩码头实船靠泊试验为例,进行码头结构靠泊能力测试分析和研究。详细介绍主要的测试内容和方法,并对测试结果进行分析,旨在探讨一种最直接最可靠的码头靠泊能力试验评估方法。There often exists that the ship berthing operation beyond design ship specifications,which has a great risk of safety.Taking the ship berthing of a high-pile pier as a study case,we carry out a test and analysis of the berthing capacity of wharf structures.This paper presents the test contents and method,and analyzes the test result,aiming at exploring a direct and reliable method for the test and evaluation of the wharf＇s berthing capacity.

关 键 词：高桩码头 靠泊荷载 应力 转角 

分 类 号：U656.11[交通运输工程—港口、海岸及近海工程]