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1.
地震与波浪联合作用下海洋平台动力特性分析 总被引：1，自引：0，他引：1
主要针对地震与波浪联合作用下空间导管架式海洋平台结构的动力响应特性进行研究。以春晓平台结构为例,利用ANSYS程序进行了动力响应的数值计算,分析中考虑了地震设防烈度、风浪条件及场地土类型等因素对结构响应的影响,并与地震单独作用下的结构响应进行了对比。分析结果表明,抗震设防烈度较低、中等及较大风浪条件下对海洋平台结构进行抗震分析时有必要考虑地震与波浪的联合作用。 相似文献
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将特征系统实现法(ERA)与CBSI算法相结合识别海洋平台结构的模态参数(固有频率,阻尼比,振型),利用有限的加速度信号进行结构模态参数识别。海洋平台结构数值模型模拟的动力响应信号用于参数识别。所识别出的海洋平台模态参数与有限元ANSYS分析所得的结果相比较,表明运用本文所提出的方法进行模态参数识别是有效的。 相似文献
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考虑随机波浪载荷的导管架平台结构优化设计 总被引：1，自引：0，他引：1
研究海洋平台适应恶劣海况的设计理论，应用ANSYS软件对位于渤海湾的CII导管架海洋平台进行动力分析，得到CII平台基本动力学参数和在随机波浪载荷作用下的动力响应。CII平台是以管件为主的空间框架结构，将管件外径作为固定约束，以其壁厚作为设计变量，考虑刚度、强度和稳定性等约束条件，以结构的总重量为优化目标，对平台进行构件尺寸的优化设计，计算结果表明目标函数值比原设计减小4．33％，经济效益明显。此研究方法对近海导管架海洋平台的结构设计具有实际参考价值。 相似文献
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番禺30-1平台是我国首座位于南海海域水深200 m的固定式导管架海洋平台结构,平台结构基频较低,在动载荷作用下平台结构极易发生振动响应,可能对平台结构构件、设备及人员造成一定的安全隐患。现场监测得到的番禺30-1平台结构振动响应统计数据发现,季风期平台结构在波浪作用下发生稳定持续的振动响应,偶然性拖船撞击平台结构桩腿时发生较为强烈的瞬态振动响应。运用有限元数值动力分析方法,结合相关规定对平台结构在波浪及拖船撞击时进行了结构安全性能分析,为平台结构的安全运行及安全保障提供参考价值。 相似文献
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海洋导管架平台随机响应混合分析方法 总被引：1，自引：1，他引：1
采用将结构的解析分析和数值求解方法相结合的固定式海洋平台随机响应混合求解方法，考虑波浪－结构相互作用和基于最小二乘法原理的非线性曳力的影响。采取两个步骤，第一步进行与结构有关的特征值分析；第二基于谱方程进行响应估计，进行海洋平台的线性和非线性数值分析。 相似文献
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油气爆炸作用下海洋平台抗冲结构研究 总被引：1，自引：1，他引：0
海洋平台在服役期间,常会遭受到油气泄露而爆炸引起的冲击破坏.结合歧口QK18-2海洋平台结构,利用非线性瞬态动力学计算软件MSC.Dytran对气体爆炸造成海洋平台结构的损伤机理进行数值仿真研究.在此基础上,详细研究舱室在爆炸载荷下的动态响应,将舱室和爆炸区之间的围壁结构采用增加板厚和改变支撑结构形式、尺寸等四种不同的方式进行比较研究,得出支撑结构对于平台抗冲击的重要性,从而提出有效可行的抗冲结构形式. 相似文献
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本文对导管架式固定海洋平台所承受的波浪载荷、结构在波浪载荷下的动力响应与随机响应分析方法进行了论述;编制了基于同一结构描述与特征计算的动力响应分析程序(DYMO)和随机响应分析程序(RANDOM)。文中简要介绍了挪威工学院结构工程研究所应用的结构分析程序 FAROW 中的 DYMO 和 RANDOM 的功能;给出了对设计建造中的高371米的北海某采油平台(STATOIL JACKET)进行响应计算的部分结果;并对两种响应计算结果给出了比较分析。 相似文献
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基于杆件有限单元法和海洋导管架平台的结构特点，提出了一种导管架平台灵敏度分析的简化解析方法，给出了灵敏度分析的解析公式，指出可以在结构有限元分析的同时采用此解析方法进行灵敏度分析，相对有限差分法和半解析方法能够在很大程度上提高计算精度，减少结构重分析的次数，利用编制的灵敏度分析计算程序，对渤海BZ28－1油田储油平台进行了灵敏度验算，证明了该方法的有效性和可行性。 相似文献
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针对张力腿结构动力响应特点,提出一套张力腿式浮式风机动力耦合理论模型,编制计算程序,并通过与实验结果的对比,验证理论模型以及程序的适用性。张力腿式系泊系统稳定性好,但张力载荷随平台位移的变化显著;张力腿结构的动态响应与支撑平台和风机系统动态响应存在显著的耦合作用。针对张力腿浮式风机动力耦合特性,采用谱方法对张力腿结构建立耦合动力模型;考虑细长体在波浪中受到的粘性力,通过哈密顿原理推导出张力腿运动控制方程,利用自主开发的计算程序DARwind和数值计算方法求解系统动态响应。最后,将数值计算结果同UMAINE的试验数据进行对比分析,以验证程序的合理性。 相似文献
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海洋平台优化设计的研究进展 总被引：4，自引：0，他引：4
结构优化是结构设计理论的重要发展,随着“十五”渤海大油田勘探开发战略的实施,结构优化技术将在新型抗冰振平台设计中发挥重要作用。从静力优化设计、动力优化设计、基于可靠度优化设计、全寿命优化设计四个方面论述了海洋平台结构优化设计的研究现状,并展望了海洋平台优化设计的研究前景。 相似文献
12.
评估结构耐撞性能最可靠的方法是实尺度碰撞试验,然而对于大尺度结构物的碰撞试验,因其耗资巨大而不易开展,适当开展比例模型试验可以为简化解析算法及数值仿真计算提供验证依据,也可在一定程度上评估结构的耐撞性能。但是在进行碰撞模型试验时,材料应变率的敏感性会使得缩尺模型的动态响应与实尺度结构结果出现偏差,模型试验得到的数据与实际结构的动响应不完全遵循相似关系,这就限制了相似理论在大型结构物冲击问题上的应用。本文给出了一种通过改变冲击质量来修正应变率效应的方法,不同于传统量纲分析法中选取时间、质量和长度为基本量纲,而是以冲击质量、初始冲击速度和动态应力代替,得到计及应变率效应的质量相似关系。以此为基础,将该修正方法应用于船舶-自升式海洋平台的碰撞分析中。研究结果表明,该修正方法可以有效降低由于应变率效应而造成的缩尺误差,修正后的缩尺模型在碰撞冲击载荷下的位移、碰撞力和撞击时间等动态响应参数与实尺度模型结果的一致性更好。本文研究成果可以为大型结构物冲击模型试验设计提供技术支撑。 相似文献
13.
The present study introduces a design wave method for estimating the extreme horizontal slow-drift motion of moored floating offshore platforms under extreme conditions. Here, the design wave refers to an irregular incident wave of short duration that induces the extreme response of the desired return period. The present method is composed of the following four steps: linearization of the dynamic system, probabilistic analysis of the second-order Volterra series, generation of the irregular design waves, and the fully-coupled nonlinear simulations. For generating the design waves, two different conditioning methods are presented and compared: the conditioning of the extreme response amplitude and the conditioning of the most likely extreme response profile. The procedure was applied to a deep-water semi-submersible, and the results appeared to be promising compared to the full-length nonlinear simulations. 相似文献
14.
Sensitivity Analysis of Air Gap Motion with Respect to Wind Load and Mooring System for Semi-Submersible Platform Design 总被引：1，自引：1，他引：0
A design of semi-submersible platform is mainly based on the extreme response analysis due to the forces experienced by the components during lifetime. The external loads can induce the extreme air gap response and potential deck impact to the semi-submersible platform. It is important to predict air gap response of platforms accurately in order to check the strength of local structures which withstand the wave slamming due to negative air gap. The wind load cannot be simulated easily by model test in towing tank whereas it can be simulated accurately in wind tunnel test. Furthermore, full scale simulation of the mooring system in model test is still a tuff work especially the stiffness of the mooring system. Owing to the above mentioned problem, the model test results are not accurate enough for air gap evaluation. The aim of this paper is to present sensitivity analysis results of air gap motion with respect to the mooring system and wind load for the design of semi-submersible platform. Though the model test results are not suitable for the direct evaluation of air gap, they can be used as a good basis for tuning the radiation damping and viscous drag in numerical simulation. In the presented design example, a numerical model is tuned and validated by ANSYS AQWA based on the model test results with a simple 4 line symmetrical horizontal soft mooring system. According to the tuned numerical model, sensitivity analysis studies of air gap motion with respect to the mooring system and wind load are performed in time domain. Three mooring systems and five simulation cases about the presented platform are simulated based on the results of wind tunnel tests and sea-keeping tests. The sensitivity analysis results are valuable for the floating platform design. 相似文献
15.
This paper presents a new procedure for the optimization of the mooring design of floating platforms, in which an automatic design sequence is also established. Regarding the optimization philosophy, the following aspects are dealt with:
- • The optimization of the platform heading and its mooring pattern, taking into account the environmental force spreading;
- • optimum line length or line tension for each mooring line, associated to the optimization of the mooring line materials and sizes.
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The sensitivity of heave response predictions for long riserless drill strings hanging from a floating vessel are examined. A general analytical procedure is presented which is suitable for a variety of deepwater pipe systems. The dynamic response behavior is characterized in terms of the dynamic magnification, phase angle and total stress. The examples presented here focus on drill string systems, which vary in length from 9000 ft (2743 m) to 27,000 ft (8230 m) and can include a large package to be lowered to the seafloor. A procedure for evaluating the undamped natural periods and the corresponding mode shapes is presented. The sensitivity of the natural period estimates to hydrodynamic added mass approximations is examined. Numerical results for both design wave and random sea simulations are used to illustrate the sensitivity of the dynamic response in near resonant conditions and the possibility of exciting higher modes for very long riserless drill string systems. Finally, the sensitivity of the displacement predictions to reasonable variations in skin friciton and viscous drag coefficients are presented and discussed. 相似文献
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Linear and nonlinear interactions of surface waves with bodies by a three-dimensional Rankine panel method 总被引：2，自引：0，他引：2
Linear and second-order surface wave interactions with floating and bottom-mounted bodies of realistic geometry are simulated in the time domain by a three-dimensional Rankine panel method. The fundamental stability analysis governing the propagation of transient wave disturbances on a panel mesh distributed on the free surface is carried out from first principles. The radiation condition is enforced by a dissipative beach selected to coincide with an outer annulus of panels. The fundamental physics governing the wave energy absorption is presented and the beach attributes are selected and validated for the linear and second-order problems. Computations are presented of the linear and sum-frequency second-order forces on a single and multiple truncated circular cylinders, and very good agreement is found with benchmark computations. The accuracy and efficiency of this method render it a promising candidate for the study of complex nonlinear wave induced phenomena upon offshore platforms, like springing and ringing. 相似文献
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Passive control of offshore jacket platforms 总被引：3，自引：0，他引：3
The wave-induced dynamic force is one of the most important excitations to be dealt with in the design of offshore structures. In order to perform a reliable design of an offshore structure, it is important to obtain an exact evaluation of its dynamic response but also to examine the ways of reducing the response. This paper presents the response of offshore jacket platforms installed with energy dissipation devices such as viscoelastic, viscous and friction dampers under wave loading. The offshore jacket platforms are modeled as multi-degrees-of-freedom system provided with dampers at each floor location. The wave forces are modeled as per Morison's equation. The governing equations of motion of the jacket platform with dampers are derived and their solution in the frequency domain is presented. The uni-directional random wave loading is expressed by the Pierson-Muskowitz spectrum. The response of the jacket platform with viscoelastic, viscous and friction dampers is compared with the corresponding response without dampers in order to investigate the effectiveness of the passive control systems. It is observed that the additional dampers add substantial damping to structure and thus favorably control the response of platform structure. Among the various energy dissipation devices used for study, the viscoelastic dampers perform better in comparison to the other dampers. This is due to the fact that the added viscoelastic dampers contribute to increased viscous damping as well as lateral stiffness which reduces the response of the offshore jacket platforms significantly. 相似文献