靠泊荷载作用下高桩码头变形特性测试技术的研究  

Test Methods of High Pile Wharf Deformation Characteristics in Ship’s Berthing Loads

作　　者：汤渭清 方海东[2] 秦网根[2] 吉同元[2] 吴汉震 

机构地区：[1]江苏省交通运输厅工程质量监督局,江苏南京210001 [2]江苏省交通规划设计院,江苏南京211100

出　　处：《港工技术》2012年第6期45-47,共3页Port Engineering Technology

摘　　要：结合具体工程和相关研究成果,分析高桩码头在船舶靠泊荷载作用下的结构变形特性,重点介绍高桩码头变形特性现场测试的主要内容、方法和步骤,探讨现场测试中的重点与难点、仪器设备的选型与安装方法等技术问题。本研究可为高桩码头的设计验证和实际靠泊能力评定提供参考。Introduce main content, method and process of the field test for the piled wharf deformation, and discuss the key and difficult points of the field test, equipment selection and installation. The detailed projects and relevant researching result are taken into consideration to analyze the deformation characteristic of piled wharf structure being impacted by vessel＇s berthing load. The above researches will provide references for verifying the design of the piled wharf and assessing actual berthing capacity.

关 键 词：-高桩码头 结构变形特性 码头靠泊能力 设备选型 安装方法 

分 类 号：U656.113[交通运输工程—港口、海岸及近海工程] TU743.16[交通运输工程—船舶与海洋工程]