Dynamic modeling and vibration suppression for an offshore wind turbine with a tuned mass damper in floating platform     

《Applied Ocean Research》2019

The worldwide demand for renewable energy is increasing rapidly. Wind energy appears as a good solution to copy with the energy shortage situation. In recent years, offshore wind energy has become an attractive option due to the increasing development of the multitudinous offshore wind turbines. Because of the unstable vibration for the barge-type offshore wind turbine in various maritime conditions, an ameliorative method incorporating a tuned mass damper (TMD) in offshore wind turbine platform is proposed to demonstrate the improvement of the structural dynamic performance in this investigation. The Lagrange's equations are applied to establish a limited degree-of-freedom (DOF) mathematical model for the barge-type offshore wind turbine. The objective function is defined as the suppression rate of the standard deviation for the tower top deflection due to the fact that the tower top deflection is essential to the tower bottom fatigue loads, then frequency tuning method and genetic algorithm (GA) are employed respectively to obtain the globally optimum TMD design parameters using this objective function. Numerical simulations based on FAST have been carried out in typical load cases in order to evaluate the effect of the passive control system. The need to prevent the platform mass increasing obviously has become apparent due to the installation of a heavy TMD in the barge-type platform. In this case, partial ballast is substituted for the equal mass of the tuned mass damper, and then the vibration mitigation is simulated in five typical load cases. The results show that the passive control can improve the dynamic responses of the barge-type wind turbine by placing a TMD in the floating platform. Through replacing partial ballast with a uniform mass of the tuned mass damper, a significant reduction of the dynamic response is also observed in simulation results for the barge-type floating structure.  相似文献   

Extracting energy while reducing hydroelastic responses of VLFS using a modular raft wec-type attachment     

《Applied Ocean Research》2019

This paper presents the use of a modular raft Wave Energy Converter (WEC)-type attachment at the fore edge of a rectangular Very Large Floating Structure (VLFS) for extracting wave energy while reducing hydroelastic responses of the VLFS under wave action. The proposed modular attachment comprises multiple independent auxiliary pontoons (i.e. modules) that are connected to the fore edge of the VLFS with hinges and linear Power Take-Off (PTO) systems. For the hydroelastic analysis, the auxiliary pontoons and the VLFS are modelled by using the Mindlin plate theory while the linear wave theory is used for modelling the fluid motion. The analysis is performed in the frequency domain using the hybrid Finite Element-Boundary Element (FE-BE) method. Parametric studies are carried out to investigate the effects of pontoon length, PTO damping coefficient, gap between auxiliary pontoons, and incident wave angle on the power capture factor as well as reductions in the hydroelastic responses of the VLFS with the modular attachment. It is found that in oblique waves, the modular attachment comprising multiple narrow pontoons outperforms the corresponding rigid attachment that consists of a single wide pontoon with respect to the power capture factor and the reduction in the deflection of the VLFS. In addition, it is possible to have a considerable gap between pontoons without significantly compromising the effectiveness of the modular attachment.  相似文献   

半潜式浮式风机支撑平台首摇运动特性分析     

陈嘉豪  胡志强 《海洋工程》2019,37(1):20-28

借助FAST软件对OC4半潜式浮式风机平台进行数值计算,分析了影响海上浮式风机平台首摇运动的一系列重要因素及其变化规律(如风向变化、浪向变化、陀螺力矩等)。研究了平台首摇运动所诱导的风机系统动力响应,发现浮式风机首摇运动不仅会加剧平台耦合运动响应,而且还会影响风机的气动性能和加剧锚泊张力波动。提出并探讨了几种减小海上浮式风机支撑平台首摇运动的方法。  相似文献   

Photosynthetic response of floating Ulva prolifera to diurnal changes of in-situ environments on the sea surface     

ZHAO Xinyu  TANG Xuexi  HU Shunxin  ZHONG Yi  QU Tongfei  WANG Ying 《海洋湖沼学报（英文）》2019,(2):589-599

During yellow sea green tide outbreak, the thalli of Ulva prolifera drifted more than 350 km on the sea surface from off shore of Jiangsu Province to Qingdao city, where they were exposed to complex changes of local environments. The purpose of this study is to investigate the response of the thalli to diurnal changes of environments on the sea surface, and a sea surface environment simulator (SSES) was designed to simulate the natural environment of floating U . prolifera mat. A control experiment is designed in the laboratory, which was processed under suitable conditions (20°C for temperature, 72 μmol photons/(m 2 ·s) for light intensity and 30 for salinity), and an in-situ research was conducted to study the photosynthetic responses of floating U . prolifera to diurnal changes of environments. The results show that the photosynthetic efficiency of the thalli decreased gradually with time, and decreased rapidly after 14:00 local time (LT). After exposed to the environment on the sea surface for 6 h, the photosynthetic activity of the thalli decreased significantly. Furthermore, physiological-level and molecular-level experiments revealed that non-photochemical quenching (NPQ), cyclic electron flow (CEF) and energy redistribution between PSI and PSII all played an important role in the strong photosynthetic plasticity of U . prolifera . NPQ is the most important photoprotective responses to environmental changes before 12:00 LT. The results also confirmed that the CEF and energy redistribution between PSI and PSII are the main synergistic eff ects for the thalli to adapt to the environmental changes when the process NPQ cannot work. And the result can further reveal the reason why U . prolifera can adapt to the living condition of long distance drift on the sea surface. The findings of this research could provide a theoretical basis for explaining outbreaks of the green tide and instructing the management of the problem.  相似文献   

Performance of pile-restrained flexible floating breakwaters     

Ioanna Diamantoulaki  Demos C. Angelides  George D. Manolis 《Applied Ocean Research》2008,30(4):243-255

The overall performance of pile-restrained flexible floating breakwaters is investigated under the action of linear monochromatic incident waves in the frequency domain. The aforementioned floating breakwaters undergo only vertical structural deflections along their length and are held in place by means of vertical piles. The total number of degrees of freedom equals the six conventional body modes, when the breakwater moves as a rigid body, plus the extra bending modes. These bending modes are introduced to represent the structural deflections of the floating breakwater and are described by the Bernoulli–Euler flexible beam equation. The number of bending modes introduced is determined through an appropriate iterative procedure. The hydrostatic coefficients corresponding to the bending modes are also derived. The numerical analysis of the flexible floating breakwaters is based on a three-dimensional hydrodynamic formulation of the floating body. A parametric study is carried out for a wide range of structural stiffness parameters and wave headings, to investigate their effect on the performance of flexible floating breakwaters. Moreover, this performance is compared with that of the corresponding pile-restrained rigid floating breakwater. Results indicated that the degree of structural stiffness and the wave heading strongly affect the performance of flexible floating breakwaters. The existence of an “optimum” value of structural stiffness is demonstrated for the entire wave frequency range.  相似文献   

深海半潜浮式生产平台关键理论与技术问题     

张新曙  尤云祥  滕明清 《海洋工程》2016,34(1):117-123

深海半潜浮式生产平台FPU(floating production unit)是国际海洋油气资源开发的关键基础性装备。针对半潜浮式生产平台的技术特点,系统阐述其各方面特性(包括:总布置、系泊和立管、水动力性能、结构设计与分析等)及相关研究现状和未来发展趋势。并结合我国南海地理、水文和资源环境等特点,对未来半潜浮式生产平台的开发提出了一些建议。  相似文献   

水下桩腿长度变化对浮式结构固有频率的影响研究     

武海浪  陈徐均  黄亚新  刘俊谊 《海洋工程》2016,34(3):47-54

为了分析带支腿浮式结构水下桩腿处于不同的长度时振动固有频率的变化情况,采用有限元方法和三维线性水弹性理论对一理想的带支腿浮式结构进行研究,分工况计算了3种弹性模态的干、湿固有频率。结果表明对于同一阶弹性模态来说,结构主体平台振型是决定水动力系数大小的主要因素,桩腿水下长度是次要因素,而振型又受到桩腿长度的制约;桩腿水下长度的改变对带支腿浮式结构的干模态固有频率以及湿固有频率都有较明显地调制作用。对于干模态固有频率来说,桩腿关于船身越趋于对称分布时结构的共振频率越高;对于湿固有频率来说,水下桩腿长度地增加有迫使共振频率趋向低频方向移动趋势。  相似文献   

顾及等级的城市公园绿地空间布局合理性分析     

朱腾  程钢  万意 《测绘科学》2016,41(12):136-141

针对简单两步移动搜索法忽略资源辐射范围差异、对所有资源采用相同阈值范围的缺点,该文依据公园建设的不同标准对研究区域内的公园进行分类,为不同等级的公园设置不同的搜索半径,使得模型与现实情况更为相符,结果更为可靠。以深圳市龙岗区为例,综合运用距离分析、面积分析和改进的两步移动搜索法对研究区域的公园布局评价,评价结果较好地反映了龙岗区公园的布局情况。  相似文献   

改进两步移动搜索法的焦作公共交通可达性     

王磊  程钢  原东方  曾宪锴 《测绘科学》2016,41(12):151-156

针对大部分城市公交发展滞后、公交站点和公交线路供需不平衡等问题,该文采用统计数据与实调数据相结合的方式,利用两步移动搜索法,从供需的角度研究分析城区公交站点服务的空间可达性。以河南省焦作市为例,以城区街道办为基本研究单元,分别采用固定阈值的简单两步移动搜索法和基于实测数据拟合的增强两步移动搜索法,对焦作市公交设施可达性的空间布局和差异性进行研究。实验结果表明:焦作市城区公交站点服务可达性整体上比较差;城区公共交通资源发展不平衡,空间差异比较明显,公交站点供需相对平衡区域主要集中在城区中心城区,低值区主要集中在城区边缘;增强两步移动搜索法考虑了距离衰减对人们公交出行的影响,更能反映焦作市真实的公交状况。  相似文献   

中国流动人口的省际迁移模式、集疏格局与市民化路径   总被引：2，自引：1，他引：1  

徐姗  邓羽  王开泳 《地理科学》2016,36(11):1637-1642

系统回顾了中国流动人口的省际变动与集疏格局,包括总体特征与演化趋势,基于迁出地和迁入地属性差异的省际流动人口模式以及基于城市规模的流动人口分布特征,采用趋势分析和马尔科夫链方法预测了中国省际流动人口的空间迁移趋势,由此提出了中国流动人口的市民化路径与建议如下：① 人口的跨区域流动重塑着中国的人口空间格局,东部地区应审慎而稳妥地推进市民化;②积极稳妥地推进中西部地区的城镇化进程,重点推进省内流动人口的就近市民化;③ 不同地区要制定不同的政策,因地制宜地推进市民化进程。  相似文献