为一个常规短期的设计配方的紧张腿站台(TLP ) 设计焦点的典型工业实践，它假设 N 年设计环境导致 N 年回答。在基于反应的设计方法， TLP 被设计承受 N 年回答而非对 N 年环境条件作出回应。在这份报纸，我们在场为基于反应的设计方法...为一个常规短期的设计配方的紧张腿站台(TLP ) 设计焦点的典型工业实践，它假设 N 年设计环境导致 N 年回答。在基于反应的设计方法， TLP 被设计承受 N 年回答而非对 N 年环境条件作出回应。在这份报纸，我们在场为基于反应的设计方法和使用的概述和一个一般过程比较在二个方法之间的批评 TLP 回答的案例研究。我们的比较的结果证明常规短期的设计方法经常包含保守主义的一个元素并且基于反应的设计方法能减少设计条件并且从而完成费用积蓄。展开更多
Aimed at requirements, a kind of radar stabilized platform with external rotor and orthogonal shafts is designed. Its dynamic characters are analyzed by using finite element theory and ANSYS software. Also, a traditio...Aimed at requirements, a kind of radar stabilized platform with external rotor and orthogonal shafts is designed. Its dynamic characters are analyzed by using finite element theory and ANSYS software. Also, a traditional stabilized platform with inner rotor is designed for comparison. It is shown that the new platform reduces two transmission links and 20% of precise components, its weight decreases by 20%, its natural frequency and rigidity are enlarged, the operating accuracy and stationary are increased. The new stabilized platform is more superiority and practicability. Its design method and analysis results have already been used in development mission. It provides helpful reference for similar structure designs.展开更多
Fatigue design method is usually used for estimating whether a platform structure meets the requirements of fatigue resistance. It is described in API RP-2A and ZC rules for fixed offshore platforms, in which the allo...Fatigue design method is usually used for estimating whether a platform structure meets the requirements of fatigue resistance. It is described in API RP-2A and ZC rules for fixed offshore platforms, in which the allowable stresses for fatigue design are defined. In this paper discussed are the allowable stresses related factors, such as wave climate, structural response, fatigue behaviour of structural members.展开更多
半潜式平台由于吃水浅、水线面小导致垂荡响应较大,为采油树的选择以及钻井、采油等作业带来了许多制约因素,增加维护和作业成本。针对这一问题,本文提出了一种带有非线性能量阱(Nonlinear energy sink,NES)的半潜式平台结构。根据NES...半潜式平台由于吃水浅、水线面小导致垂荡响应较大,为采油树的选择以及钻井、采油等作业带来了许多制约因素,增加维护和作业成本。针对这一问题,本文提出了一种带有非线性能量阱(Nonlinear energy sink,NES)的半潜式平台结构。根据NES减振原理,将活动式垂荡板作为NES系统的具体结构,通过建立带有NES系统的半潜式平台动力学模型,以减小平台垂荡响应为目标,优化设计了NES系统参数。考虑海况变化问题,对NES系统和调谐质量阻尼器(Tuned mass damper,TMD)系统的垂荡响应抑制性能、系统能量传递进行了对比分析。结果表明:NES系统对半潜式平台的垂荡响应具有明显抑制效果,NES系统的共振俘获现象可以使平台与其发生靶能量传递(Targeted energy transfer,TET),同TMD系统相比,NES系统对不同海况波浪谱峰周期变化的鲁棒性更强。展开更多
To realize the application of the floating offshore wind turbine(FOWT)from deep to relatively shallow waters,a new concept of multi-column floating wind turbine platform with low center of gravity(CG)is designed and v...To realize the application of the floating offshore wind turbine(FOWT)from deep to relatively shallow waters,a new concept of multi-column floating wind turbine platform with low center of gravity(CG)is designed and validated.The multi-column low CG platform is designed to support a 6MW wind turbine class and operated at a water depth of 50m in the South China Sea.The frequency domain software WADAM and time domain software NREL-FAST are used to simulate coupled dynamic responses of the floating wind turbine system with second-order wave loads considering.The dynamic behaviors of multi-column low CG FOWT system under normal operation and parked conditions are presented.The influence of second-order wave force on the motion responses of the multi-column platform,fore-aft force and moment of the tower base and mooring force are researched respectively.The results demonstrate that the coupled dynamic responses at rated operating condition and extreme condition meet the normal operating requirements and extreme survival requirements of FOWT system in the shallow water(50m)of South China Sea.In addition,it is found that,the wave frequency response gradually replaces the second-order low frequency response as the main influencing factor of the coupled dynamic response of the FOWT system with the increasing severity of the sea states.However,in general,the magnitude of second-order low frequency response increases with the increasing severity of the design load case.Thus,in the subsequent design of the shallow water FOWT system,the second-order effects should be paid enough attention.展开更多
文摘为一个常规短期的设计配方的紧张腿站台(TLP ) 设计焦点的典型工业实践，它假设 N 年设计环境导致 N 年回答。在基于反应的设计方法， TLP 被设计承受 N 年回答而非对 N 年环境条件作出回应。在这份报纸，我们在场为基于反应的设计方法和使用的概述和一个一般过程比较在二个方法之间的批评 TLP 回答的案例研究。我们的比较的结果证明常规短期的设计方法经常包含保守主义的一个元素并且基于反应的设计方法能减少设计条件并且从而完成费用积蓄。
基金Sponsored by Optic-mechanical Integration Research and Design Technology Innovation Platform(20082108)
文摘Aimed at requirements, a kind of radar stabilized platform with external rotor and orthogonal shafts is designed. Its dynamic characters are analyzed by using finite element theory and ANSYS software. Also, a traditional stabilized platform with inner rotor is designed for comparison. It is shown that the new platform reduces two transmission links and 20% of precise components, its weight decreases by 20%, its natural frequency and rigidity are enlarged, the operating accuracy and stationary are increased. The new stabilized platform is more superiority and practicability. Its design method and analysis results have already been used in development mission. It provides helpful reference for similar structure designs.
文摘Fatigue design method is usually used for estimating whether a platform structure meets the requirements of fatigue resistance. It is described in API RP-2A and ZC rules for fixed offshore platforms, in which the allowable stresses for fatigue design are defined. In this paper discussed are the allowable stresses related factors, such as wave climate, structural response, fatigue behaviour of structural members.
文摘半潜式平台由于吃水浅、水线面小导致垂荡响应较大,为采油树的选择以及钻井、采油等作业带来了许多制约因素,增加维护和作业成本。针对这一问题,本文提出了一种带有非线性能量阱(Nonlinear energy sink,NES)的半潜式平台结构。根据NES减振原理,将活动式垂荡板作为NES系统的具体结构,通过建立带有NES系统的半潜式平台动力学模型,以减小平台垂荡响应为目标,优化设计了NES系统参数。考虑海况变化问题,对NES系统和调谐质量阻尼器(Tuned mass damper,TMD)系统的垂荡响应抑制性能、系统能量传递进行了对比分析。结果表明:NES系统对半潜式平台的垂荡响应具有明显抑制效果,NES系统的共振俘获现象可以使平台与其发生靶能量传递(Targeted energy transfer,TET),同TMD系统相比,NES系统对不同海况波浪谱峰周期变化的鲁棒性更强。
基金support from the National Natural Science Foundation of China (No.51809170 and No.12102210)State Key Laboratory of Ocean Engi-neering (No.GKZD010081)Programfor International Coopera-tion of Shanghai Science and Technology (No.18160744000).
文摘To realize the application of the floating offshore wind turbine(FOWT)from deep to relatively shallow waters,a new concept of multi-column floating wind turbine platform with low center of gravity(CG)is designed and validated.The multi-column low CG platform is designed to support a 6MW wind turbine class and operated at a water depth of 50m in the South China Sea.The frequency domain software WADAM and time domain software NREL-FAST are used to simulate coupled dynamic responses of the floating wind turbine system with second-order wave loads considering.The dynamic behaviors of multi-column low CG FOWT system under normal operation and parked conditions are presented.The influence of second-order wave force on the motion responses of the multi-column platform,fore-aft force and moment of the tower base and mooring force are researched respectively.The results demonstrate that the coupled dynamic responses at rated operating condition and extreme condition meet the normal operating requirements and extreme survival requirements of FOWT system in the shallow water(50m)of South China Sea.In addition,it is found that,the wave frequency response gradually replaces the second-order low frequency response as the main influencing factor of the coupled dynamic response of the FOWT system with the increasing severity of the sea states.However,in general,the magnitude of second-order low frequency response increases with the increasing severity of the design load case.Thus,in the subsequent design of the shallow water FOWT system,the second-order effects should be paid enough attention.
