摘要
RMFC码头作为连岸设施,周围布置有锚泊系统,其工作海域水深很浅,深度随距海岸线距离而变化。由于利用多刚体水动力学的计算分析难以保证结果的正确性,因此,采用试验方法研究RMFC码头的运动性能。假定单元间的接头和系泊系统可有效承担风、浪、流诱导产生的载荷,通过试验研究RMFC码头典型单元六自由度运动,以验证此种RMFC码头布置形式的有效性。
RMFC pier is an building connecting to shore with mooring system being arranged around it. The water depth of its working area is shallow and the depth variates from the shore distance, it is difficult toguranteen the correctness of the result by analysis and calculation of its mobility. So, a model test is made to study the mobility of RMFC pier. Providing the mooring system and the connectors between the modules can undertake effectively the forces and moments induced by the combined action of wind, wave and tide, the 6 degree movements of the representative module of RMFC pier are researched by model test in order to prove the validity of the arrangement of this kind RMFC pier.
出处
《港工技术》
2009年第2期4-6,共3页
Port Engineering Technology
基金
中国博士后基金项目(20070420116)
天津市自然科学基金项目(07JCYBJC13100)
关键词
码头
浮箱
多刚体
运动
刚性单元柔性连接
模型试验
pier
floating container
multi rigid module
movement
rigid module flexible connector
, model test
