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随着海洋石油工业由浅海向深海的转移,动态定位系统在海洋工程船舶中的应用越来越广泛,动态定位的级别也越来越高。本文就世界首艘圆筒形钻井平台某深海钻井平台的动态定位系统进行简单的阐述。 相似文献
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梁状浮筏隔振系统的降价建模方法 总被引：2，自引：0，他引：2
本文提出了一种梁状浮筏隔振系统结构形式。该系统是由２根自由－自由梁和连接民梁、梁与基础的弹簧及阻尼组成。为了减少在动力分析和结构动力优化设计中的计算工作量,本文提出了一种降价建模方法。由该方法得到的降价系统,能够很好地保留由示缩聚有限元模型建立起来的系统低阶动特性。与部件模态综合法相比,该方法形成降价系统的总刚度矩阵和质量矩阵过程简单,且计算结果通常不需要坐标转换即可求得系统的动力响应, 实例计算 相似文献
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With the continuous growing of the aquaculture industry and increasingly limited fish farming sites at close to shore areas both in Norway and worldwide, there is a need to develop fish farms suitable for aquaculture production in typical offshore environments. For this purpose, SALMAR has developed and deployed the Ocean Farm 1 facility for offshore fish farming.The main purpose of this paper is to develop a reliable numerical model and investigate the motion responses of the Ocean Farm 1 structure in waves and current. The established numerical model consists of the Ocean Farm 1's frame structure (with rigidly-connected circular column components), the net and the mooring system. The hydrodynamic external loads and coefficients of the frame structure are obtained by using potential flow theory. The quadratic drag load on the individual circular columns of the frame structure is formulated by a given drag coefficient. The loads on the net are formulated by using the screen model, where the Reynold number dependent lift and drag forces are formulated as a function of the solidity ratio Sn of the net, relative inflow angle and velocity. The hydrodynamic loads on the mooring lines are formulated using the Morison's equation and the structural responses of the mooring lines are obtained using a nonlinear FE model.With the developed numerical model, time domain simulations are performed. The simulation results are firstly validated against measured data from the decay tests, current tests, and regular wave tests. After the validation, numerical simulations are performed in different irregular wave and current combined weather conditions and the obtained motion response of Ocean Farm 1 are discussed and compared with available measurement data. 相似文献
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The shielding effect of the downstream cylinder in flow induced oscillation (FIO) of two cylinders arranged in tandem is studied experimentally and numerically at Reynolds number 30,000 to 120,000. Both cylinders are in one degree-of-freedom, transverse-oscillations, and have turbulence stimulation in the form of selective surface roughness to expand FIO beyond vortex-induced vibration (VIV) into galloping. Shielding of the downstream cylinder has a negative effect on harnessing hydrokinetic energy. To study its effect and mechanics, selective cases are studied both numerically and experimentally and discussed to demonstrate the shielding effect on the downstream cylinder and understand its cause. The main conclusions are: (1) The shielding effect for the downstream cylinder shows a strong relation to the damping ratio. As the damping ratio increases, the shielding effect is mitigated. Additionally, the oscillation of the rear cylinder becomes stable and shows stable frequency. (2) In the VIV region, as the stiffness and natural frequency increase, the shielding effect decreases substantially. (3) In the VIV region, the vorticity of the vortices shedding from both the upper and the lower sides of the downstream cylinder does not accumulate enough due to the attraction by the vortices shed from the upstream cylinder, thus resulting in partial suppression of the oscillation on the downstream cylinder. (4) In the galloping region, the shielding effect for the downstream cylinder depends on whether the vorticity near the downstream cylinder is strengthened by the vortices generated by the shear layers of the upstream cylinder or weakened. 相似文献
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结合某预应力混凝土桁架桥的概念设计,基于单元刚度矩阵集成和ANSYS有限元数值模型为计算方法,分析研究该桥在静力荷载作用下的响应。通过分析腹杆及弦杆的挠度和应力分布,研究该桥的受力特点,并提出桁架桥的优化设计建议。 相似文献
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In this paper, we present a numerical study on the hydroelastic response of a 4.6 km long fjord crossing floating bridge subjected to wave loads. The bridge is straight in design and supported by 35 pontoons along its full length. To limit the response to horizontal loads, four clusters of deep water mooring lines are engaged to increase the transverse stiffness of the bridge. Owing to the very large span across the fjord, inhomogeneity in the wave field exists. This study examines the various effects of inhomogeneous wave loads on the dynamic responses of the floating bridge. These include the spatial variations of the wave direction, significant wave height and peak period as well as the coherence and correlation of waves along the entire length of the floating bridge. For the purpose of comparison, the dynamic bridge responses under homogeneous wave load cases are also studied. In addition, the effects of wave load components and short-crestedness are presented and discussed. 相似文献
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活性粉末混凝土在道路桥梁工程中的应用 总被引：1，自引：0，他引：1
活性粉末混凝土是一种新型的高性能混凝土,具有超高强度,高韧性,高耐久性和极低渗透性等优异性能。介绍活性粉末混凝土的原理、特性以及在国内外桥梁和道路工程中的应用和研究。 相似文献
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海浪模拟的三维仿真研究 总被引：11，自引：0，他引：11
讨论了海浪模拟的Ｌｏｎｇｕｅｔ－Ｈｉｇｇｉｎｓ模型和双叠加法模型,给出了在计算机上实现其三维仿真的具体方法,并从波面细化、颜色处理和光照控制三个方面提出了对海浪模拟效果改进的方法。 相似文献
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以200 m作业水深的5 MW OC3单柱式浮式风力机为研究对象,采用FAST程序对其在不同海况下的运动进行全耦合时历数值计算,并与采用1∶50缩尺比模型试验所得时历结果进行对比,通过时域以及频域方法对平台主要自由度运动以及系泊拉力进行分析。研究发现:垂向运动带来的自由面记忆效应较纵向和横向小;悬链线式模型所能提供的系泊拉力较张紧式系泊提供的拉力小;风浪联合作用下,风载荷主要激励低频固有频率运动,波浪载荷则主要激励波频运动;平台纵荡和纵摇运动受系泊系统的影响较大,而垂荡运动则不受系泊系统的影响。 相似文献
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A rapid method for calculation of second-order hydrodynamic wave loads on semi-submersible platforms is developed and validated against radiation–diffraction theory. The method is based on slender-body theory and builds on modal truncation of the quadratic transfer function (QTF). The semi-submersible floater is split into individual members and the existing theory for vertical cylindrical columns is extended to include the heave force. Further expressions for the surge, heave and pitch load on the horizontal pontoons are derived and implemented. The accuracy of the method is assessed by comparison to radiation–diffraction results using the Pinkster approximation. We find that the slender-body approximation for the column surge force is most accurate for small values of the diameter-to-draft ratio. For the three sea states considered, this error is below 10% for diameter-to-draft ratios less than 0.2.Error analysis is provided for the column heave and pitch and the pontoon loads. For all members, application of 128 modes in the QTF approximation is found sufficient to accurately represent the full slender-body QTF solution.Next, the first- and second-order loads on the full floater under different sea state conditions are compared to radiation–diffraction theory. With 128 modes, the second-order loads are obtained 2500 times faster than with conventional approaches with error levels of 22% for surge, 10% for pitch and zero error for heave. The surge error is discussed and linked to the small draft of the columns. The numerical efficiency of the method allows the consideration of second-order loads in the first stages of the design and optimisation of semi-submersible floaters. 相似文献
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以内蒙古某跨径为85m＋150m＋85m的预应力混凝土连续梁桥为工程背景,采用公路桥梁结构设计系统GQJS,研究其符合承载使用要求的结构设计方法。通过对该桥进行承载能力极限状态和正常使用极限状态（持久状况和短暂状况）下2种工况的验算分析,表明该桥结构满足现行规范的各项要求。 相似文献
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船舶动力定位（DP）采用一种控制系统驱动装在船上的侧推器和尾部推进器或者几个全回转的推进器，使船定位在海平面的要求位置上。船受到风、浪及流等海洋环境力的作用时会漂移离开原位置，传统的控制方法是采用PID（比例、积分、微分）反馈控制。顾和李（1994）提出了一种新的基于人工神经网络的控制方法，它具有许多优越性：①一个可随意调节的目标函数以适合不同的需求──定位精度高或节约定位能量后前馈控制并能自适应于不同的环境力变化包括非线性的波浪漂力；本文在目标函数中引入了与速度相关的项，从而提高控制质量。这一方法也可用于自动驾驶船舶沿设定的轨迹航行。计算机模拟结果表明本方法能达到很好的控制效果。 相似文献
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Long-term operation of mooring systems is one of the challenging issues of floating structures such as floating offshore wind turbines (FOWTs). For integrity assessment, fatigue and its affecting factors have generated considerable recent research interest as the occurrence of a large number of mooring chain failures at a high rate has been reported. By contrast, only few studies on the effect of nonuniform volume loss of mooring chain links due to wear can be found because of difficulties to estimate wear amounts quantitatively. Considering this issue, in this paper, validation of the quantitative interlink wear estimation method is investigated by applying to a spar-type floating structure. Firstly, the method is presented which consists of the material test, derivation of an interlink wear estimation formula with FE analysis, and calculation of mooring chain response with coupled dynamic analysis using a mass-spring model. To improve insufficient accuracy due to the mass-spring model around a clump weight and the touchdown point, the method is further modified by using a 3-D rigid-body link model. The estimation results and comparison show that the modified method distinguishing between rolling and sliding can calculate the interlink wear amount closer to the chain diameter measurements and more reasonable than the method using the conventional mass-spring model. 相似文献
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从海洋工程基础打桩工艺、打桩船类型和关键技术等方面着手,阐述了打桩船的技术现状及发展趋势.研究发现,随着向海经济日趋繁荣,为满足超大桩径、桩深、集桩/补桩等打桩作业的需求,稳定性高、定位精度高以及环境友好型的超大专用打桩船将得到快速发展. 相似文献
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通过对高速公路桥梁的优化设计,提出在平原路段缩孔的原则,即将桥台从地质不良或较差的地段移至地质良好或较好地段;在微丘路段应选择地势平坦的位置设置新桥台,确保桥台稳定性,以路代桥;淤泥质粘土或淤泥质亚粘土的软基地段桥头填土高度不超过6．5m,地质良好地段不超过9m。实践证明其优化设计技术可行,经济最优。 相似文献
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从利用海洋废弃导管架出发,介绍为实现海洋平台导管架陆地和海上部分的对接,废弃导管架陆地部分与海上部分的主要测量内容和测量精度要求;分析导管架测量与常规测量比较存在的主要难点;提出几何测量方法较常规传统测量存在的误差传递积累和测量精度低而言,简便、易操作、精度高;介绍几何法测量的具体原理和计算公式,说明导管架桩腿之间距离以及导管架倾斜角度精确测量的详细步骤和计算方法,并对桩腿之间距离的误差、倾斜角度误差传播公式进行推导;结合实例说明导管架安装精确测量的过程,计算测量结果和测量误差,总结导管架安装几何方法测量的基本经验。 相似文献
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张力腿平台对水深具有高度敏感性,随水深变化,垂直面内的运动受到显著影响。对于超深水情况,对张力筋腱的设计提出更高的要求。为了改善这一状况,提出了一种新概念张力腿平台设计方案——Tension Based Tension Leg Platform(TBLP),它可以成倍地增加TLP适用的水深范围。对于已经使用的中等水深下的传统型的TLP,通过增加张力基底,就可以将其使用于更深的海域。针对这一新型TBLP概念,对典型的传统型TLP和TBLP水动力性能进行了初步分析比较,得出TBLP优于常规设计的水动力性能。 相似文献