摘要
在深水泊位设计中，５万吨级以上的大型船舶产生的水平船舶荷载很大，普通高桩结构难以承受，故而水平力多由独立的靠船结构承担，但是这种结构存在造价高、变形大、不易与其他结构联接以及难以应用于栈桥式码头等不足。文章从理论上提出了一种新的设计方法，并对现行规范作出补充与完善。
In deepwater berth design, the large horizontal vessel load induced by large vessel of over 50,000 dwt is difficult to be born by common high－ piled structure. Instead, the horizontal force is designed to be born by independent berthing structure, which has the disadvantages of high cost, large deformation, being difficult to connect with other structures and difficult to be applied to trestle wharf, etc. The paper puts forth a new design method theoretically and makes a supplement and perfection to the present stipulations.
出处
《水运工程》
北大核心
2000年第9期29-33,共5页
Port & Waterway Engineering
关键词
高桩码头
靠船结构
优化设计
深水泊位
high－ piled wharf
berthing structure
optimization design
