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Experimental Study of Mooring Type Effect on the Hydrodynamic Characteristics of VLFS
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作者 FENG Ming-wei SUN Zhao-chen +4 位作者 LIANG Shu-xiu LI Zhi LV Xuan JIA Song-lin HUXin-yue 《China Ocean Engineering》 SCIE EI CSCD 2022年第1期155-166,共12页
Mooring system is a significant part of very large offshore floating structures(VLFS).In this paper,a single module pontoon type VLFS model considering four mooring types is studied through physical model tests to det... Mooring system is a significant part of very large offshore floating structures(VLFS).In this paper,a single module pontoon type VLFS model considering four mooring types is studied through physical model tests to determine the effects of mooring conditions on the hydroelastic response,mooring force,incident coefficient,reflection coefficient and energy dissipation coefficient.Eight mooring cables are symmetrically arranged on both sides of the model.The floating body model satisfies the similarity of stiffness and gravity,while the cable satisfies the similarity of elasticity and gravity.The results show that the effect of mooring type on mooring force is greater than that on hydroelastic response.Increasing the initial tension of the mooring cable will reduce the amplitude of the leeward of the VLFS model.The mooring angle of the mooring cable will affect the maximum mooring force and the initial tension of the mooring line will affect the wave period in which the maximum mooring force occurs.The transmission coefficient and wave energy dissipation coefficient will change regularly with different mooring types.These results may provide a reference to facilitate the mooring design of VLFS. 展开更多
关键词 vlfs hydroelastic response mooring system 3D experimental test mooring force wave reflection coefficient wave transmission coefficient wave dissipation coefficient
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C3-Modules 被引量:11
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作者 Ismail Amin Yasser Ibrahim Mohamed Yousif 《Algebra Colloquium》 SCIE CSCD 2015年第4期655-670,共16页
One of the continuity conditions identified by Utumi on self-injective rings is the C3-condition, where a module M is called a C3-module if whenever A and B are direct summands of M and A A B = 0, then A B is a summa... One of the continuity conditions identified by Utumi on self-injective rings is the C3-condition, where a module M is called a C3-module if whenever A and B are direct summands of M and A A B = 0, then A B is a summand of M. In addition to injective and direct-injective modules, the class of C3-modules includes the semisimple, continuous, indecomposable and regular modules. Indeed, every commutative ring is a C3-ring. In this paper we provide a general and unified treatment of the above mentioned classes of modules in terms of the C3-condition, and establish new characterizations of several well known classes of rings. 展开更多
关键词 injective and quasi-injective modules C2-modules and C3-modules
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考虑海底地形影响的三模块超大型浮体水弹性响应分析
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作者 丁军 陈炜恒 +3 位作者 杨伟楠 马玉祥 凌宏杰 田超 《船舶力学》 EI CSCD 北大核心 2022年第12期1849-1863,共15页
基于Boussinesq方程和经典水弹性理论,提出一种可预报布置在近岸或岛礁附近浮式结构物水弹性响应的直接耦合分析方法。文中给出了详细的理论推导、数值求解方法和相应的计算程序THAFTS-BR。基于该程序对均匀和不均匀海底地形条件下三模... 基于Boussinesq方程和经典水弹性理论,提出一种可预报布置在近岸或岛礁附近浮式结构物水弹性响应的直接耦合分析方法。文中给出了详细的理论推导、数值求解方法和相应的计算程序THAFTS-BR。基于该程序对均匀和不均匀海底地形条件下三模块超大型浮体运动和连接器载荷响应进行了计算并与相应的水池模型试验结果进行了对比。结果表明,复杂海底地形对超大型浮体的动响应有重要影响。文中给出的结论可为复杂海底地形下多模块超大型浮体及其连接器的动响应分析、设计与制造提供参考。 展开更多
关键词 三模块超大型浮体 水弹性 耦合模型 模型试验 复杂海底地形
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