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Overview of the Recent Developments in Hybrid Floating Wind-Wave Platforms 被引量:1
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作者 T.S.Hallak C.Guedes Soares 《哈尔滨工程大学学报(英文版)》 2025年第1期98-119,共22页
This paper presents an overview of the recent developments in hybrid wind-wave energy.With the focus on floating concepts,the possible configurations introduced in the literature are categorized and depicted,and the m... This paper presents an overview of the recent developments in hybrid wind-wave energy.With the focus on floating concepts,the possible configurations introduced in the literature are categorized and depicted,and the main conclusions obtained from the references are summarized.Moreover,offshore wind and wave resources are discussed in terms of complementarity and supplementarity,offering a new perspective to developing hybrid wind-wave energy systems that look for synergies not limited to maximizing power output.Then,the feasibility of the concepts under development is discussed in detail,with focus on technical feasibility,dynamic feasibility and limitations of the methods employed.The hybrid configurations that surpassed the experimental validation phase are highlighted,and the experimental results are summarized.By compiling more than 40 floating wind turbine concepts,new relations are drawn between power,wind turbine dimensions,platforms’draft and displacement,which are further related to the payload allowance of the units to accommodate wave devices and onboard power take-off systems.Bearing in mind that it is a challenge to model the exact dynamics of hybrid floating wind-wave platforms,this paper elucidates the current research gaps,limitations and future trends in the field.Lastly,based on the overview and topics discussed,several major conclusions are drawn concerning hybrid synergies,dynamics and hydrodynamics of hybrid platforms,feasibility of concepts,among other regards. 展开更多
关键词 Offshore renewable energy floating offshore wind turbine Wave energy converter floating platform Technology development
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Monitoring and Data Analysis of Mooring Tension for Floating Platforms
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作者 YANG Hua−wei ZHENG Qing−xin +2 位作者 XU Chun YANG Qi−fan JIANG Zhen−tao 《船舶力学》 北大核心 2025年第6期941-951,共11页
Mooring cable tension is a crucial parameter for evaluating the safety and reliability of a floating platform mooring system.The real-time mooring tension in an actual marine environment has always been essential data... Mooring cable tension is a crucial parameter for evaluating the safety and reliability of a floating platform mooring system.The real-time mooring tension in an actual marine environment has always been essential data that mooring system designers aim to acquire.To address the need for long-term continuous monitoring of mooring tension in deep-sea marine environments,this paper presents a mooring cable tension monitoring method based on the principle of direct mechanical measurement.The developed tension monitoring sensors were installed and applied in the mooring system of the"Yongle"scientific experimental platform.Over the course of one year,a substantial amount of in-situ tension monitoring data was obtained.Under wave heights of up to 1.24 m,the mooring tension on the floating platform reached 16.5 tons.Through frequency domain and time domain analysis,the spectral characteristics of mooring tension,including waveinduced force,slow drift force,and mooring cable elastic restoring force,were determined.The mooring cable elastic restoring force frequency was approximately half of that of the wave signal.Due to the characteristics of the hinge connection structure of the dual module floating platform,under some specific working conditions the wave-induced force was the maximum of the three different frequency forces,and restoring force was the smallest. 展开更多
关键词 floating platform mooring tension tension monitoring sensor wave frequency force drift force
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Dynamic Response of Offshore Wind Turbine on 3×3 Barge Array Floating Platform under Extreme Sea Conditions 被引量:5
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作者 LIU Qing-song MIAO Wei-pao +3 位作者 YUE Min-nan LI Chun WANG Bo DING Qingwei 《China Ocean Engineering》 SCIE EI CSCD 2021年第2期186-200,共15页
Offshore wind farm construction is nowadays state of the art in the wind power generation technology.However,deep water areas with huge amount of wind energy require innovative floating platforms to arrange and instal... Offshore wind farm construction is nowadays state of the art in the wind power generation technology.However,deep water areas with huge amount of wind energy require innovative floating platforms to arrange and install wind turbines in order to harness wind energy and generate electricity.The conventional floating offshore wind turbine system is typically in the state of force imbalance due to the unique sway characteristics caused by the unfixed foundation and the high center of gravity of the platform.Therefore,a floating wind farm for 3×3 barge array platforms with shared mooring system is presented here to increase stability for floating platform.The NREL 5 MW wind turbine and ITI Energy barge reference model is taken as a basis for this work.Furthermore,the unsteady aerodynamic load solution model of the floating wind turbine is established considering the tip loss,hub loss and dynamic stall correction based on the blade element momentum(BEM)theory.The second development of AQWA is realized by FORTRAN programming language,and aerodynamic-hydrodynamic-Mooring coupled dynamics model is established to realize the algorithm solution of the model.Finally,the 6 degrees of freedom(DOF)dynamic response of single barge platform and barge array under extreme sea condition considering the coupling effect of wind and wave were observed and investigated in detail.The research results validate the feasibility of establishing barge array floating wind farm,and provide theoretical basis for further research on new floating wind farm. 展开更多
关键词 BARGE floating platform extreme sea conditions dynamic response STABILITY
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Impact Analysis of Air Gap Motion with Respect to Parameters of Mooring System for Floating Platform 被引量:4
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作者 SHEN Zhong-xiang HUO Fa-li +1 位作者 NIE Yan LIU Yin-dong 《China Ocean Engineering》 SCIE EI CSCD 2017年第2期141-150,共10页
In this paper, the impact analysis of air gap concerning the parameters of mooring system for the semi-submersible platform is conducted. It is challenging to simulate the wave, current and wind loads of a platform ba... In this paper, the impact analysis of air gap concerning the parameters of mooring system for the semi-submersible platform is conducted. It is challenging to simulate the wave, current and wind loads of a platform based on a model test simultaneously. Furthermore, the dynamic equivalence between the truncated and full-depth mooring system is still a tuff work. However, the wind and current loads can be tested accurately in wind tunnel model. Furthermore, the wave can be simulated accurately in wave tank test. The full-scale mooring system and the all environment loads can be simulated accurately by using the numerical model based on the model tests simultaneously. In this paper, the air gap response of a floating platform is calculated based on the results of tunnel test and wave tank. Meanwhile, full-scale mooring system, the wind, wave and current load can be considered simultaneously. In addition, a numerical model of the platform is tuned and validated by ANSYS AQWA according to the model test results. With the support of the tuned numerical model, seventeen simulation cases about the presented platform are considered to study the wave, wind, and current loads simultaneously. Then, the impact analysis studies of air gap motion regarding the length, elasticity, and type of the mooring line are performed in the time domain under the beam wave, head wave, and oblique wave conditions. 展开更多
关键词 mooring system air gap floating platform
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Dynamic Coupled Analysis of the Floating Platform Using the Asynchronous Coupling Algorithm 被引量:5
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作者 Shan Ma Wenyang Duan 《Journal of Marine Science and Application》 2014年第1期85-91,共7页
This paper discusses the numerical modeling of the dynamic coupled analysis of the floating platform and mooring/risers using the asynchronous coupling algorithm with the purpose to improve the computational efficienc... This paper discusses the numerical modeling of the dynamic coupled analysis of the floating platform and mooring/risers using the asynchronous coupling algorithm with the purpose to improve the computational efficiency when multiple lines are connected to the platform. The numerical model of the platform motion simulation in wave is presented. Additionally, how the asynchronous coupling algorithm is implemented during the dynamic coupling analysis is introduced. Through a comparison of the numerical results of our developed model with commercial software for a SPAR platform, the developed numerical model is checked and validated. 展开更多
关键词 floating platform platform MOTIONS DYNAMIC coupledanalysis ASYNCHRONOUS coupling algorithm MOORING line TENSIONS SPAR platform
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Research on the Influence of Helical Strakes on Dynamic Response of Floating Wind Turbine Platform 被引量:21
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作者 DING Qin-wei LI Chun 《China Ocean Engineering》 SCIE EI CSCD 2017年第2期131-140,共10页
The stability of platform structure is the paramount guarantee of the safe operation of the offshore floating wind turbine. The NREL 5MW floating wind turbine is established based on the OC3-Hywind Spar Buoy platform ... The stability of platform structure is the paramount guarantee of the safe operation of the offshore floating wind turbine. The NREL 5MW floating wind turbine is established based on the OC3-Hywind Spar Buoy platform with the supplement of helical strakes for the purpose to analyze the impact of helical strakes on the dynamic response of the floating wind turbine Spar platform. The dynamic response of floating wind turbine Spar platform under wind, wave and current loading from the impact of number, height and pitch ratio of the helical strakes is analysed by the radiation and diffraction theory, the finite element method and orthogonal design method. The result reveals that the helical strakes can effectively inhibit the dynamic response of the platform but enlarge the wave exciting force; the best parameter combination is two pieces of helical strakes with the height of 15%D (D is the diameter of the platform) and the pitch ratio of 5; the height of the helical strake and its pitch ratio have significant influence on pitch response. 展开更多
关键词 floating wind turbine platform helical strakes orthogonal design
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Floating Production Platforms and their Applications in the Development of Oil and Gas Fields in the South China Sea 被引量:3
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作者 Dagang Zhang Yongjun Chen Tianyu Zhang 《Journal of Marine Science and Application》 2014年第1期67-75,共9页
This paper studies the current available options for floating production platforms in developing deepwater oil fields and the potential development models of future oil and gas exploration in the South China Sea. A de... This paper studies the current available options for floating production platforms in developing deepwater oil fields and the potential development models of future oil and gas exploration in the South China Sea. A detailed review of current deepwater platforms worldwide was performed through the examples of industry projects, and the pros and cons of each platform are discussed. Four types of platforms are currently used for the deepwater development: tension leg platform, Spar, semi-submersible platform, and the floating production system offloading. Among these, the TLP and Spar can be used for dry tree applications, and have gained popularity in recent years. The dry tree application enables the extension of the drilling application for fixed platforms into floating systems, and greatly reduces the cost and complexity of the subsea operation. Newly built wet tree semi-submersible production platforms for ultra deepwater are also getting their application, mainly due to the much needed payload for deepwater making the conversion of the old drilling semi-submersible platforms impossible. These platforms have been used in different fields around the world for different environments; each has its own advantages and disadvantages. There are many challenges with the successful use of these floating platforms. A lot of lessons have been learned and extensive experience accumulated through the many project applications. Key technologies are being reviewed for the successful use of floating platforms for field development, and potential future development needs are being discussed. Some of the technologies and experience of platform applications can be well used for the development of the South China Sea oil and gas field. 展开更多
关键词 floatING platform DEEPWATER development OIL fielddevelopment DEEPWATER technology platform HOST
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An Overview of Structural Design,Analysis and Common Monitoring Technologies for Floating Platform and Flexible Cable and Riser 被引量:1
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作者 WU Wen-hua ZHAO Yan +4 位作者 GOU Ying LYU Bai-cheng LU Qing-zhen LU Zhao-kuan YAN Jun 《China Ocean Engineering》 SCIE EI CSCD 2022年第4期511-531,共21页
Offshore oil and gas development plays an important part in the global energy sector.Offshore platforms and flexible pipes are the key equipments in the whole offshore oil and gas development system.Because of the ran... Offshore oil and gas development plays an important part in the global energy sector.Offshore platforms and flexible pipes are the key equipments in the whole offshore oil and gas development system.Because of the randomness and uncertainty of wave and current loads in the ocean environment,the structural design and mechanical analysis of the marine equipment can be highly complicated.Therefore,this paper reviews the recent works of the theoretical model,numerical simulation,and experimental test in three research areas:hydrodynamic analysis of offshore platforms,structural mechanics analysis of flexible pipe and cable,and monitoring technology of offshore floating structures under marine loads.By analyzing their main research methods and key technical difficulties,this paper provides theoretical basis and technical support for the reliability engineering application of offshore platforms and flexible pipelines.Also,China is relatively backward in the design of marine floating platform,the design,analysis and testing of flexible pipeline and cable,as well as the marine equipment prototype monitoring technology research.Calling for breakthroughs at the earliest possible stage in the above fields,prime research should be focused on and strategic planning should be made to deal with“key areas and stranglehold problems”.It is of great significance for the development of China's deep-sea energy and resource development of independent technology and on time to achieve the“carbon peak”national strategic objectives. 展开更多
关键词 review marine floating platform flexible pipeline and cable prototype monitoring
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Numerical Prediction and Field Verification Test of Wind-Power Generation Potential in Nearshore Area Using a Moored Floating Platform 被引量:4
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作者 Koichi Watanabe Yuji Ohya +1 位作者 Takanori Uchida Tomoyuki Nagai 《Journal of Flow Control, Measurement & Visualization》 2017年第2期21-35,共15页
The offshore turbine system was installed on a floating platform moored in Hakata Bay, offshore of Fukuoka, Japan. An identical turbine system was also installed at the adjacent waterfront. The separation of the two t... The offshore turbine system was installed on a floating platform moored in Hakata Bay, offshore of Fukuoka, Japan. An identical turbine system was also installed at the adjacent waterfront. The separation of the two turbines was 3.7 km. Wind flow tends to be more stable and the average wind speed is often larger in offshore areas than adjacent land areas at typical wind turbine hub height. This study focused on the wind condition of a nearshore area to clarify the advantages of nearshore wind farming. Prior to field experiment, wind conditions were predicted by using numerical simulation. It is useful for estimating topographical effect in nearshore areas. Next, field verification test was done by directly comparing wind data obtained from the identical wind turbine systems installed at an offshore location and the adjacent waterfront over the same extended period. The corresponding power output of these turbines was also compared. The data set exhibits 23% larger annual average wind speed at the offshore location and smaller turbulent intensity, resulting doubled annual power production. 展开更多
关键词 WIND TURBINE NEARSHORE floatING platform WIND LENS Field Experiment CFD
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Numerical Simulation of Float-Over Installation for Offshore Platform 被引量:3
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作者 Yuesheng Ma Lihao Yuan +1 位作者 Yingfei Zan Fuxiang Huang 《Journal of Marine Science and Application》 CSCD 2018年第1期79-86,共8页
In this paper,a numerical investigation of a float-over installation for an offshore platform is presented to verify the feasibility of the actual installation.The hydrodynamic performance of a T-barge is investigated... In this paper,a numerical investigation of a float-over installation for an offshore platform is presented to verify the feasibility of the actual installation.The hydrodynamic performance of a T-barge is investigated in the frequency domain,and the coupled motions are analyzed in the time domain.We then compare with those of the model test and determine that the response amplitude operator and the time series agree quite well.The barge exhibits favorable hydrodynamic behavior in the considered sea state,and the equipment loads are allowable.Themooring systemand sway fender forces are within the permissible range.Based on these results,we can verify that the actual installation of the offshore platform is feasible.We accurately simulated many important factors and effectively reduced the risk associated with the offshore installation,which is of great importance.As such,we demonstrate that the numerical simulation of the float-over installation for offshore platforms has practical engineering significance. 展开更多
关键词 float-over INSTALLATION Offshore platform T-barge Model test MOORING system FENDER collision force Numerical simulation
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Simulation of wave scattering over a floating platform in the ocean with a coupled CFD-IBM model
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作者 Pengxuan Luo Jingxin Zhang +1 位作者 Yongyong Cao Shaohong Song 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2024年第3期157-161,共5页
A numerical study of linear wave scattering over a floating platform has been simulated by an efficient numericalmodel in this letter.The non-hydrostatic model is used to simulate the free surface and the uneven botto... A numerical study of linear wave scattering over a floating platform has been simulated by an efficient numericalmodel in this letter.The non-hydrostatic model is used to simulate the free surface and the uneven bottom.For thesolid body modelling,the immersed boundary method(IBM)is implemented by introducing a virtual boundaryforce into the momentum equations to emulate the boundary conditions.This implementation enhances theability of the model to simulate interactions between waves and floating structures.A numerical case involvingwave interactions with a floating platform is studied to validate the numerical model.By simulating the wavepropagation,the numerical model captures the variation of the wave scattering very well,which verifies theperformance of the numerical model and the robust strategy of the IBM. 展开更多
关键词 Non-hydrostatic model Immersed boundary method Wave structure interaction floating platform
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A new bracing system for improvement of seismic performance of steel jacket type offshore platforms with float-over-deck 被引量:1
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作者 Behrouz Asgarian Hamed Rahman Shokrgozar 《Petroleum Science》 SCIE CAS CSCD 2013年第3期373-384,共12页
In this paper, the seismic response of a newly designed steel jacket offshore platform with a float over deck (FOD) system in the Persian Gulf was investigated through incremental dynamic analysis. Comparison of inc... In this paper, the seismic response of a newly designed steel jacket offshore platform with a float over deck (FOD) system in the Persian Gulf was investigated through incremental dynamic analysis. Comparison of incremental dynamic analysis results for both directions of the platform shows that the lateral strength of the platform in the float over direction is less than its lateral strength in other direction. Dynamic characteristics measurement of a scale model of platform was also performed using forced vibration tests. From experimental measurement of the scaled model, it was observed that dynamic characteristic of the platform is different in the float over direction compared to the other direction. Therefore, a new offshore installed bracing system for the float over direction was proposed for improvement of seismic performance of this type of platform. Finally, the structure with the modified system was assessed using the probabilistic seismic assessment method as well as experimental measurement of its dynamic characteristics. It was observed that the proposed offshore installed bracing system improves the performance of platforms subjected to strong ground motion. 展开更多
关键词 Steel jacket type offshore platform float-over deck mean annual frequency force vibration test seismic performance dynamic characteristics
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NUMERICAL STUDY OF DIFFERENTIAL TORQUE-PRODUCING JETS IN A FLOATED-BALL INERTIAL PLATFORM
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作者 章光华 朱雅萍 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 1998年第1期1-9,共9页
This paper presents a numerical study of the flow field caused by torque-producing jets in a floated-ball inertial guiding system. The basic flow element studied is the flow in a triangular region of octant sphere sur... This paper presents a numerical study of the flow field caused by torque-producing jets in a floated-ball inertial guiding system. The basic flow element studied is the flow in a triangular region of octant sphere surface confined by the two sphere surfaces and the three attitude-driver bands normal to each other. The results show the flow patterns of torque-producing jets and the relations between the effective driving torques and the flow rates under several typical working conditions. The working performances of two kinds of differential torque-producing jets are analyzed and compared. The second kind of differential torque-producing jets, which is first proposed in this paper, has the prominent merit, i.e., the regulation of the three components of driving torque can be realized by non-interference adjustment, so that the three components of angular displacement can be controlled independently. 展开更多
关键词 floated-ball inertial platform differential torque-producing jets N-S equation Reynolds equation
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16 MW三立柱半潜式浮式海上风电平台拖航作业模型试验
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作者 李刚 易丛 +3 位作者 付升雷 李张翰熠 陈静 温斌荣 《造船技术》 2026年第1期31-35,76,共6页
以16 MW三立柱半潜式浮式海上风电平台为研究对象,采用模型试验方法,考虑静水拖航和不规则波拖航条件,研究该平台在不同方向下的水动力特性。结果表明:在静水拖航条件下,0°方向(两个次立柱平行在前)的阻力显著大于180°方向(... 以16 MW三立柱半潜式浮式海上风电平台为研究对象,采用模型试验方法,考虑静水拖航和不规则波拖航条件,研究该平台在不同方向下的水动力特性。结果表明:在静水拖航条件下,0°方向(两个次立柱平行在前)的阻力显著大于180°方向(主立柱在前)的阻力,阻力比值绝对值为1.10~1.60;在静水拖航和不规则波拖航条件下,0°方向的纵摇幅值均大于180°方向的纵摇幅值。建议该平台在实际拖航作业中采用180°方向的拖航布置。 展开更多
关键词 三立柱半潜式浮式海上平台 拖航作业 模型试验 静水拖航 不规则波拖航 阻力 纵摇幅值
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基于Bi-LSTM的10MW漂浮式风电平台运动预测
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作者 张险峰 尹佳晴 +3 位作者 马璐 秦明 雷肖 杨阳 《太阳能学报》 北大核心 2026年第1期701-708,共8页
基于双向长短期记忆神经网络(Bi-LSTM)建立针对于10MW漂浮式海上风电平台在波浪作用下的平台运动响应预测模型,通过仿真计算得到大量波浪时间序列信息以及运动响应数据,针对这些数据进行参数敏感性分析,训练后优化参数以确定最优的Bi-L... 基于双向长短期记忆神经网络(Bi-LSTM)建立针对于10MW漂浮式海上风电平台在波浪作用下的平台运动响应预测模型,通过仿真计算得到大量波浪时间序列信息以及运动响应数据,针对这些数据进行参数敏感性分析,训练后优化参数以确定最优的Bi-LSTM神经网络结构。结果表明,通过考虑不同波高和谱峰频率的波浪条件,验证了Bi-LSTM神经网络方法的可行性。所建立的Bi-LSTM模型对预测输入数据1/3时长的漂浮式海上风电平台在波浪作用下的运动具有较高的准确率,纵荡、垂荡和纵摇的预报精度高达95%,因此所提方法具有较强的平台运动预测能力。 展开更多
关键词 漂浮式风电平台 深度学习 Bi-LSTM 运动预测 申请网络 波浪载荷
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自升自航式风电安装平台浮态吊装研究
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作者 杜星 王锎宇 朱见华 《船舶标准化工程师》 2026年第2期112-117,共6页
为了研究自升自航式风电安装平台浮态吊装的可行性,以在建的1600 t自升自航式风电安装平台为例,阐述平台的主要特征和起重机参数,分析平台在进行浮态吊装时的相关设计问题以及船级社的规范要求,并通过稳性计算软件校核各项设计内容。结... 为了研究自升自航式风电安装平台浮态吊装的可行性,以在建的1600 t自升自航式风电安装平台为例,阐述平台的主要特征和起重机参数,分析平台在进行浮态吊装时的相关设计问题以及船级社的规范要求,并通过稳性计算软件校核各项设计内容。结果表明:对平台设计进行优化后,自升自航式风电安装平台在满足稳性规范要求的前提下,能高效、安全地完成浮态吊装作业,平台进行浮态吊装是具有高度可行性的。研究成果可为后续自升自航式风电安装平台浮态吊装提供有力借鉴。 展开更多
关键词 自升自航式风电安装平台 浮态吊装 起重机参数 稳性
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漂浮式风电平台现场定位技术研究综述
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作者 侯新 赵业彬 《港口航道与近海工程》 2026年第1期141-145,共5页
随着全球对可再生能源的需求增加,漂浮式风机凭借其灵活性以及对复杂海洋环境的适应能力,成为深海风能开发的重要选择。本文探讨了漂浮式海上风电平台现场定位技术发展现状与未来趋势,在此基础上介绍了锚泊定位(MP)系统、动力定位(DP)... 随着全球对可再生能源的需求增加,漂浮式风机凭借其灵活性以及对复杂海洋环境的适应能力,成为深海风能开发的重要选择。本文探讨了漂浮式海上风电平台现场定位技术发展现状与未来趋势,在此基础上介绍了锚泊定位(MP)系统、动力定位(DP)系统和锚泊辅助动力定位(DPAM)系统并总结梳理了其技术特点。最后,分析了漂浮式海上风电平台现场定位技术面临的挑战,并提出了未来的发展方向。整体来看,漂浮式海上风电平台现场定位施工技术的发展将推动可再生能源的高效、可持续生产,助力各国实现低碳能源转型。 展开更多
关键词 漂浮式风电平台 现场定位技术 锚泊定位(MP) 动力定位(DP)
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基于网格化粒子群搜索算法的最大浮点误差并行检测方法
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作者 冀立光 周蓓 +3 位作者 杨鸿儒 周玉畅 崔梦琦 许瑾晨 《计算机科学》 北大核心 2026年第2期124-132,共9页
浮点计算程序广泛应用于航空航天、人工智能、国防军事、金融结算等领域,浮点程序的计算精度和性能直接关系到相关应用的安全和效果。最大浮点误差值是衡量浮点计算程序精度的核心关键指标,浮点误差的累积效应也会导致难以承受的灾难,... 浮点计算程序广泛应用于航空航天、人工智能、国防军事、金融结算等领域,浮点程序的计算精度和性能直接关系到相关应用的安全和效果。最大浮点误差值是衡量浮点计算程序精度的核心关键指标,浮点误差的累积效应也会导致难以承受的灾难,因此需要研发一款精准高效的浮点数最大误差检测工具,为研究人员及时采取优化和干预措施提供支撑作用。对此,将浮点数最大误差检测问题转换为目标函数最大值搜索问题,充分发挥国产申威平台的主从架构两级并行计算模式的算力优势,深度挖掘粒子群启发式搜索算法的性能和精度潜能,采用“网格搜索、独立培养、分层汇聚、动态适应”的思想优化粒子群算法,根据搜索过程所处的不同阶段针对性地设置相关搜索参数,使得改进后的算法在搜索精度和搜索性能两个方面均有所提高。该算法为精确检测浮点数最大误差提供了一种新的实用工具和思路参考,同时进一步丰富了国产申威平台的工具库。 展开更多
关键词 浮点数 误差检测 粒子群优化算法 并行计算 申威平台
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漂浮式风电平台整机体化拖带研究与实践
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作者 邓胜明 李俊雄 曾毅 《中国港湾建设》 2026年第2期6-13,共8页
为破解深远海风电规模化开发瓶颈,针对“分块运输+海上组装”模式成本高、风险大的问题,以16.6MW全球最大漂浮式风电平台“明阳天成号”为研究对象,系统开展整机一体化拖带技术与实践研究。平台总重10624t,从广州黄船海工码头至阳江明... 为破解深远海风电规模化开发瓶颈,针对“分块运输+海上组装”模式成本高、风险大的问题,以16.6MW全球最大漂浮式风电平台“明阳天成号”为研究对象,系统开展整机一体化拖带技术与实践研究。平台总重10624t,从广州黄船海工码头至阳江明阳青洲四海上风电场的拖带航程191n mile,历时约50h,途经伶仃洋等复杂航道与敏感水域。研究围绕拖带对象参数、拖轮配置方案、航线特征、风险因素及保障措施展开,明确了12艘拖轮的分工协同机制、多航段操作要点,建立了浅区、桥区等关键场景的风险防控体系。实践验证了超大型非标准结构漂浮式平台长距离拖带的技术可行性,总结形成了适配实际作业的技术适配性要点与操作规范,填补了我国相关技术空白,丰富了海洋工程运输理论体系,为海南万宁等规模化海上风电项目提供了坚实技术支撑,助力“海上三峡”建设及绿色能源转型。 展开更多
关键词 漂浮式风电平台 整机一体化拖带 明阳天成号 拖轮配置 操作规范 风险防控
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新型10MW张力腿风电平台总体性能研究
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作者 申辉 王雨 +3 位作者 闫琛 刘伟 周全智 罗翔 《太阳能学报》 北大核心 2026年第1期550-559,共10页
综合考虑风电机组平台海上安装要求和在位工况环境载荷,根据浮体静稳性和动力学理论,提出一种全潜式的张力腿平台基础结构方案,平台上部布置10 MW风电机组,采用12根钢缆作为筋腱系统主体。建立风电机组-浮式平台-筋腱系统全耦合的一体... 综合考虑风电机组平台海上安装要求和在位工况环境载荷,根据浮体静稳性和动力学理论,提出一种全潜式的张力腿平台基础结构方案,平台上部布置10 MW风电机组,采用12根钢缆作为筋腱系统主体。建立风电机组-浮式平台-筋腱系统全耦合的一体化分析模型,对该张力腿平台方案在中国南海地区环境条件下的工况进行时域数值分析评估,结果表明该方案的张力腿平台俯仰运动性能优异,在50年一遇的设计环境条件下最大运动倾角不超过1°,采用钢缆的筋腱系统其强度和疲劳寿命安全系数满足规范校核要求。 展开更多
关键词 浮式风电 张力腿平台 10 MW风电机组 全潜式结构 钢缆筋腱 全耦合分析
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