Research on Horizontal Vibration of Heavy-Weight Drill Pipes in Directional Drilling   总被引：1，自引：0，他引：1  

Jiang Wei Wang Lan Engineer  Drilling 《中国海洋工程》1992,(4)

The mode of load and deformation of directional drilling string and the expression of trigonometric series of deflection equation are established by means of elastic deformation energy and of the vertical and horizontal bending. A calculation formula for natural frequency of horizontal resonance and rotational speed is derived based on the calculation method by Ritz, with which analysis is made for the cause and affecting factors of the excessive abrasion of heavy-weight drill pipe in high-angle holes so as to provide reference and basis for rational selection of drilling parameters and drilling tools in the future high-angle directional drilling.  相似文献   

Redundancy Measure and Its Application to the Design and Maintenance of Marine Structures     

Yu Qing Xiao Xi Lecturer 《中国海洋工程》1997,(2)

This paper is a survey of the state-of-the-art knowledge in structural redundancy measure andits application.The existing deterministic and probabilistic measures of structural redundancy are summa-rized.Emphasis is given to the discussion of their advantages and limitations.The application of damagetolerance concept in the design and maintenance of marine structures is also reviewed.Some most criticalproblems in structural redundancy are proposed for future research.  相似文献   

随机波浪荷载作用下海洋平台的前馈-反馈振动控制研究     

李华军  嵇春艳  吴永宁 《中国海洋大学学报(自然科学版)》2001,31(6):917-924

该文研究线性前馈 -反馈控制策略对海洋平台振动控制的有效性。线性前馈 -反馈控制只有当输入荷载为白噪声过程时 ,所实施的控制才是最优的 ,因此该文采用一白噪声过程通过滤波器来近似随机波浪力谱 ,并将海洋平台 -主动控制系统的动力学方程转化为符合随机最优控制要求的增广状态空间表达形式。依据设计目标中对安全性以及经济性的权衡 ,通过使二次型控制目标函数最小化 ,推导出了随机最优控制力的计算方法 ,从而实现了最优控制的目的。在频率域上分析了海洋平台受控后的振动响应 ,结合典型的海洋天然气生产平台算例 ,将前馈 -反馈控制与反馈控制、TMD控制加以比较 ,总结了前馈 -反馈控制的特点及其优越性  相似文献   

Simulation of the Whole Process of Ship-Bridge Collision   总被引：6，自引：0，他引：6  

LIU  Jiancheng 《中国海洋工程》2002,16(3):369-382

  相似文献   

导管架海洋平台自振特性的简化计算方法   总被引：2，自引：0，他引：2  

杨昇田 《海洋工程》1994,(1)

本文提出了一个方程中只考虑剪切、弯曲、转动惯量效应，而塔架形状变化、平台面转动惯量及台面集中质量变化等其他影响因素均以修正系数方法确定，得出平台基本频率的简化算法。  相似文献   

Structural Design and Protective Methods for the 100 kW Shoreline Wave Power Station   总被引：2，自引：0，他引：2  

游亚戈  郑永红  马玉久  余志  蒋念东 《中国海洋工程》2003,17(3)

1 .IntroductionThe 1 0 0kWshorelinewavepowerstationofChinaisanOscillatingWaterColumn (OWC)wavepowerdeviceintegratedtoanelectricgrid .ItislocatedattheZhelangTown ( 2 2°39’Nand 1 1 5°34’E) ,ShanweiCityofGuangdongProvince .Theresearchanddevelopmentofthe 1 0 0kWOWCshore linewavepowerstationissupportedbyChina′sNationalKeyTechnologiesR&DPrograminthe 9thfive yearplan .TheconstructionofthestationstartedinJune 1 998andwascompletedinFebruary2 0 0 1 .Uptonow ,ithasbeenoperatingfor2years …  相似文献   

考虑桩土作用独桩海洋平台横向振动特性研究   总被引：5，自引：0，他引：5  

王腾  董胜  李华军 《中国海洋大学学报(自然科学版)》2004,34(2):318-324

采用动Winkler弹性地基梁模型模拟桩土问动力相互作用，并考虑了流体与桩问相互作用，通过组合成层土中、水中桩单元的刚度阵，推得了独桩海洋平台连续系统横向振动的动刚度阵及在波浪力作用下平台甲板处的频率响应函数，进而求得了在确定性波浪力及随机波浪力作用下桩身任意点的位移响应。最后，通过算例研究和分析了在随机波浪力作用下成层土参数、甲板上重量及冲刷淘深等因素对平台振动响应的影响。  相似文献   

火灾作用下海洋平台结构响应分析   总被引：1，自引：0，他引：1  

宋剑  金伟良  何勇  倪伟健 《海洋工程》2006,24(2):21-28

结合BZ28-1南井口平台导管架,建立了海洋平台结构有限元计算模型。采用弹塑性分析方法,并应用温度升高时钢材的非线性应力/应变关系,采用火灾的标准温度-时间曲线建立平台结构温度随时间的变化模型,基于能量守恒原理建立热传导微分方程,计算热传导和对流对结构温度的影响,分析得到受火区域构件的温度场。依据钢材性能随温度升高的变化,分析火灾荷载下平台结构的响应。火灾发生时,平台结构中的构件在火温的作用下,温度逐渐升高,虽然作用在结构上的荷载不变,但由于钢材的弹性模量和屈服强度都急剧下降,使平台结构的承载能力下降;当温度上升到600℃以上时,平台结构就形成足够数目的塑性铰,使结构达到极限破坏状态。通过计算分析表明,当火灾作用6 min后,着火房间构件发生严重屈曲,但平台结构整体性能保持良好;当火灾作用22 min后,受火区域构件都发生了较大的变形,引起平台结构的毁损和倾覆。  相似文献   

基于模拟退火算法的潜艇结构系统可靠性计算   总被引：9，自引：0，他引：9  

吴亚舸刘从军  吴剑国 《海洋工程》2003,21(3):24-28

针对结构系统可靠度计算中重要样本函数选择的困难，提出了应用模拟退火算法的自适应的重要样本法，并根据结构系统可靠性计算的特点，给出了适宜的模拟退火过程的冷却进度表。潜艇耐压结构系统可靠性分析的算例表明，本方法可有效地解决非线性失效方程的工程结构系统可靠度的计算问题。  相似文献   

Forced vibration analysis of an offshore tower carrying an eccentric tip mass with rotary inertia due to support excitation     

Jong-Shyong Wu  Chin-Tzu Chen 《Ocean Engineering》2007,34(8-9):1235-1244

Dynamic responses of structures due to earthquake excitation are the important problems in engineering, thus, the information concerned is plenty. However, most of the literature is relating to the discrete methods, particularly to the finite element method (FEM), and the one relating to the method combining both the “continuous” and “discrete” models is rare. The objective of this paper is to provide some information in this respect. First, the analytical solution for the natural frequencies and normal mode shapes of a “continuous” tower, without contacting water (or “dry” tower), carrying an eccentric tip mass possessing rotary inertia is determined. Next, the partial differential equation of motion for the forced vibration of the tower, contacting water (or “wet” tower), subjected to support excitation is transformed into a matrix equation by using the last natural frequencies and normal modes shape of the freely vibrating dry tower. Finally, the numerical integration method is used to solve the matrix equation to yield the seismic response of the wet tower. In theory, the mode superposition method is correct only if the total number of modes considered approaches infinity, however, numerical results of this paper reveal that superposition of only the lowest six modes will yield excellent results to be very close to the corresponding ones obtained from the conventional FEM. For this reason, the CPU time required by the presented approach is less than 5% of that required by the conventional FEM.  相似文献