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Current specification of the ocean wave environment for the design of offshore platforms does not adequately describe the directional nature of a real seaway. The strong wave frequency dependent nature of the directional behavior of observed seas is often over-simplified for design. A general formulation encompassing a wide range of directional sea models is presented. Parameter values used in some of the more popular directional sea models are examined. Approximate expressions for the two frequency dependent parameters in a modified Longuet-Higgins cosine wave spreading model are presented. A general procedure which allows an engineer to estimate parameters for alternate wave spreading models is discussed. To illustrate this procedure an empirically based modified cosine spreading model is used as the basis to estimate frequency dependent parameters for circular normal and wrapped Gaussian wave spreading models. A comparison of the contours of the various directional sea models and the prediction of the root-mean-square velocity distribution is presented. 相似文献
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With the development of ocean engineering, it is one of the most important factors which determine the structural safety, cost and suitable forms of engineerings to select the ocean environmental design criteria. Owing to the complexity , variation and randomness of ocean environmental conditions, the commonly used methods for determining design criteria cannot consider the joint occurring probabilities of several environmental factors ,therefore, lead to overestimate design criteria of them and result in an unnecessary overspend invest in engineering. On the basis of the measured and hindcasting data and the multi-demension joint probability theory, this paper presented the study of the joint loads of wind , wave and current on the offshore structures and its responsible joint probability level with the application of random simulation techniques, and presented the joint design criteria of environmental loads for the realistic design of engineerings. 相似文献
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Offshore wind turbines can exhibit dynamic resonant behavior due to sea states with wave excitation frequencies coinciding with the structural eigenfrequencies. In addition to significant contributions to fatigue actions, dynamic load amplification can govern extreme wind turbine responses. However, current design requirements lack specifications for assessment of resonant loads, particularly during parked or idling conditions where aerodynamic damping contributions are significantly reduced. This study demonstrates a probabilistic approach for assessment of offshore wind turbines under extreme resonant responses during parked situations. Based on in-situ metocean observations on the North Sea, the environmental contour method is used to establish relevant design conditions. A case study on a feasible large monopile design showed that resonant loads can govern the design loads. The presented framework can be applied to assess the reliability of wave-sensitive offshore wind turbine structures for a given site-specific metocean conditions and support structure design. 相似文献
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1 .IntroductionThe structural design method has evolvedfromthe workingstress method,damage stage methodtolimit state method.The more recent probabilisticlimit state design method,whichis based onreliabili-tytheory,has beengenerallyacceptedinthe designcode… 相似文献
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Sverre Haver 《Ocean Engineering》1987,14(5)
In the design of offshore structures, a consistent method of choosing the height and period for the adopted design wave may be crucial for a reliable design. With this objective, the joint probability density function for the height and period is considered in this paper. At first the adequacy of a simple theoretical model for the joint distribution under stationary conditions is investigated, using measurements achieved during storms in Northern North Sea. In a slightly modified form the model is found to be of a reasonable accuracy as far as the highest waves are of interest. Design curves regarding simultaneous values of heights and periods are estimated by means of this model and their possible impact for design is discussed. 相似文献
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对国内外海上风电机组基础结构设计规范和相关标准进行了对比研究,结合我国海上风电机组基础结构设计开发中遇到的问题,论述海上风电机组基础结构设计中关于安全理念和设计荷载的设计方法和标准;分析对比各国规范对海上风电机组基础结构设计的推荐做法,剖析各国规范的设计理念和方法;比较海上风电机组基础结构与海洋石油平台在设计理念和设计标准方面的异同,并根据海上风电和海洋油气的行业特点,分析海上风电机组基础结构设计规范和海洋石油平台设计规范对于海上风电机组基础结构设计的适用性。在此基础上,基于我国海洋工程技术和海上风电产业的发展水平,提出发展我国海上风电机组基础结构的设计建议,指出我国海上风电开发中应注意和避免发生的问题。 相似文献
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Y. Bangash 《Ocean Engineering》1979,6(3):285-296
The environmental factors that influence the loads imposed on offshore structures are: the ice effects, tidal fluctuations, the wind, the currents and the waves. This paper considers the significance of loads and moments due to wind and currents on offshore gravity platforms. The alogarithm CURLOAD is given to evaluate loads and moments of gravity platforms due to wind and currents alone. This subroutine forms a part of a suite of computer programs F-WAVE which analyse and design gravity platforms under static and dynamic sea load conditions. The programs are tested on Condeep concrete gravity platforms. The output from CURLOAD shows a good agreement with the one predicted by the Condeep designers. In conclusions, the paper gives a comparative study of these results with those produced by the combined effects of wind, currents and waves. 相似文献
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南海北部海面风速概率分布特征 总被引：1，自引：1，他引：0
利用南海北部的浮标、石油平台观测的海面风资料,分析了0~200 km范围内,不同离岸距离站点的风速的概率分布特征。观测结果指出,各站平均风速一般最大值出现在冬季,最小值出现在夏季,具有明显的季节变化特征,并且平均风速随着离岸距离的增大也逐渐增大。对于离岸距离较近的区域（100 km以内）,海面风基本符合双参数的Weibull分布,但对于100 km以外的海面风速概率分布与Weibull分布存在明显差异,随着离岸距离的增大,平均风速和风速标准偏差也相应增大。风速平均值与风速标准偏差的比值较小时,Weibull分布的偏斜度基本为正值,当比值较大时偏斜度转为负值。随着离岸距离的增大,出现与Weibull分布不一致的情况越来越多,且与对应的Weibull分布相比,其偏斜度越小,风速概率分布越不能用Weibull分布进行较好拟合。 相似文献
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Fixed offshore wind turbines usually have large underwater supporting structures. The fluid influences the dynamic characteristics of the structure system. The dynamic model of a 5-MW tripod offshore wind turbine considering the pile–soil system and fluid structure interaction (FSI) is established, and the structural modes in air and in water are obtained by use of ANSYS. By comparing low-order natural frequencies and mode shapes, the influence of sea water on the free vibration characteristics of offshore wind turbine is analyzed. On basis of the above work, seismic responses under excitation by El-Centro waves are calculated by the time-history analysis method. The results reveal that the dynamic responses such as the lateral displacement of the foundation and the section bending moment of the tubular piles increase substantially under the influence of the added-mass and hydrodynamic pressure of sea water. The method and conclusions presented in this paper can provide a theoretical reference for structure design and analysis of offshore wind turbines fixed in deep seawater. 相似文献
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《Coastal Engineering》2004,50(4):169-179
Based on the second-order random wave solutions of water wave equations in finite water depth, a joint statistical distribution of two-point sea surface elevations is derived by using the characteristic function expansion method. It is found that the joint distribution depends on five parameters. These five parameters can all be determined by the water depth, the relative position of two points and the wave-number spectrum of ocean waves. As an illustrative example, for fully developed wind-generated sea, the parameters that appeared in the joint distribution are calculated for various wind speeds, water depths and relative positions of two points by using the Donelan and Pierson spectrum and the nonlinear effects of sea waves on the joint distribution are studied. 相似文献
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海上风电场基础结构设计综述 总被引：1，自引：0，他引：1
针对我国海上风电场开发建设的现状和发展趋势,结合海上风电场基础结构设计研发现状和存在的问题,探讨海上风电场基础结构设计的关键问题——设计理念、设计方法和设计标准等,分析海上风电场基础结构的结构、荷载和服役特点,分析海上风电场基础结构与水工结构和海洋石油平台设计的异同。并根据海上风电和海洋石油的行业特点,分析API规范和DNV规范对于海上风电场基础结构设计的适用性,阐述了海上风电场基础结构设计的特殊性、荷载取值和参考标准等问题。基于我国海洋工程技术发展水平和海上风电产业的发展趋势,提出发展适合我国国情的海上风电场基础结构型式及设计,指出我国海上风电产业发展应注意和避免发生的问题。 相似文献
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近年来我国沿海地区海上新能源用海、油气用海、交通运输用海等需求显著提高,对海洋空间资源的刚性需求急剧增加,供需矛盾日益紧张。尤其是海上风电用海,受国家宏观战略影响,呈现跨越式发展,装机容量跃居世界第一。大规模海上风电建设对海洋空间资源配置提出更高的要求,如何既保障海上风电用海需求,又协调海上风电与其他行业的用海矛盾,成为亟待解决的重要问题。树立自然资源集约利用理念能够良好解决上述问题,集约利用理念既是全面提高海洋空间资源利用效率的内在要求以及协调保护与利用显著矛盾的需要,更是协调保护与发展关系的关键。基于此,文章系统分析现有海上风电场外缘边线包络海域面积、确权海域面积等数据,采用集约化的空间资源开发理念,从项目选址与海缆路由、风电场设计与技术要求、用海范围及确权面积控制等方面完善海上风电用海面积控制指标体系,以期提高海上风电项目用海集约水平。 相似文献
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- Usually, the action of sea ice on offshore engineering structures is one of the controlling loads in cold waters engineering structure design. The reasonable selection of environmental condition and the physical mechanical properties of ice in the region are directly related to the structure design, operation and safety. In this paper, the sea ice force acting on the structure, the physical mechanical properties of ice and the selection of parameters in calculation are discussed. Some suggestions are proposed as to the calculation of various kinds of ice loads acting on the structure. 相似文献
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针对国内海上风电基础设计没有统一的规范及标准,为提升海上风电基础设计建设的水平,通过对东南沿海某海域海上风电基础的设计进行了有限元计算分析论证,验证了群桩高承台结构设计方案的设计方法和设计参数。分析结果表明该设计的最大应力主要发生在塔筒底座与承台接触部位及钢管桩与承台连接段,应在连接部位加强措施处理;基础竖直位移较小,水平位移相对较大;分界部位应力较集中,刚度不能顺畅过渡,可考虑填充碎石土等方法加强。本研究对海上风电基础设计技术的研究与探索,可为将来制定中国海上风电行业标准提供可靠的依据,对中国未来大批量的海上风电能源的开发有着重要意义。 相似文献
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全球有效波高和风速的时空变化及相关关系研究 总被引：2，自引：1，他引：1
The climatology of significant wave height（SWH） and sea surface wind speed are matters of concern in the fields of both meteorology and oceanography because they are very important parameters for planning offshore structures and ship routings. The TOPEX/Poseidon altimeter, which collected data for about 13 years from September 1992 to October 2005, has measured SWHs and surface wind speeds over most of the world＇s oceans. In this paper, a study of the global spatiotemporal distributions and variations of SWH and sea surface wind speed was conducted using the TOPEX/Poseidon altimeter data set. The range and characteristics of the variations were analyzed quantitatively for the Pacific, Atlantic, and Indian oceans. Areas of rough waves and strong sea surface winds were localized precisely, and the correlation between SWH and sea surface wind speed analyzed. 相似文献
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海上风力发电单立柱支撑结构拟静力分析 总被引：1，自引：0，他引：1
海上风电支撑结构不同于一般海洋结构物,它受到复杂的风机气动荷载、机械控制荷载和海洋环境荷载的多重作用。文章针对海上某单立柱风电支撑结构,通过分析其结构固有频率的约束限制以及外环境荷载的动力特性,综合考虑外环境荷载尤其是风机荷载的动力放大影响,给出海上单立柱风电支撑结构的拟静力分析思路。并进行极端及操作工况下支撑结构在风、浪、流环境荷载组合作用的应力计算和强度分析。提出该种结构在使用现有海洋结构物设计规范和风机设计规范时的注意事项。该分析比较结果及结论可作为海上类似风电支撑结构的设计参考。 相似文献