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状态空间模型是研究海洋波能转换系统相互作用的一种有效数学模型.应用该模型的关键之一是如何根据实验或计算的脉冲响应函数来高效地确定状态空间模型中的矩阵参数.结合最优化理论中的单纯形法、最小二乘法以及矩阵指数的简化算法,提出了一种确定状态空间模型矩阵参数的有效数值方法.数值试验表明,由于该方法克服了高斯-牛顿方法的局部收敛性及其需求解矩阵指数关于参数的导数的缺点,因此大大扩展了初值的可选范围,有效地提高了数值模拟效率,并且使数值模拟结果具有较高精度. 相似文献
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ＭＣＳ－５１单片机在智能仪器、仪表、数据采集及测量等领域中的应用日益广泛。它具有集成度高、系统结构紧凑、价格低廉等特点。但是它的内存空间与系统机相比较小。在某些海洋水文观测应用领域，如石油平台自动气象数据采集系统，水库大坝水位自动监测系统等需连续工作数月甚至１ａ以上，数据采集时间长、参数多、数据量大，ＭＣＳ－５１单片机的内存空间显然就不够用，必须把ＭＣＳ－５１单片机采集的原始数据传输到ＰＣ机中去，以便ＰＣ机进行大容量的数据存贮和做进一步的数据处理。本文介绍一种简便的接口电路及编程方法，能够方便地… 相似文献
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提出计算机辅助配模系统采用与常规计算机绘图系统相同的硬件配置，可使系统具备良好的图形功能和入机界面；系统流程分＂数据输入＂，＂数据转换＂，＂配模设计＂和＂图形绘制＂四个阶段．墙体以中线数据（Ｔ，Ｌ，Ａｎｇ）定义，在图形环境下以人机交互方式输入墙厚及中线数据；由建筑平面常具备的对称性设计了映射算法以减少输入工作；根据图形变换原理建立了设计参数的简化算法，利用内圈外圈墙体的闭环特性简化墙面属性判别． 相似文献
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刘连吉 《山东海洋学院学报》1987,17(3):31-36
鉴于微型计算机对数据采集和处理具有速度快、精度高和便于自动化的特点，我们研制了应用单板微型计算机自动测试风速仪的动态参数(时间常数、距离常数等）的测试系统。该系统的主要特点地能够对测试参数进行自动、连续和多次重复测定并实时获取参数的平均量，测得的时间常数的精度可达到毫秒数量级。本文介绍了该系统的基本组成，测试原理和方法。应用该系统对EY1型电化风向风速仪和QDF型热球电风速计的距离常数和时间常数进行了测试，并给出测试结果。测试表明，在风洞内和住宅空旷的房间内在一定的风速下，两者分别测得的风速仪动态参数值十分相近。 相似文献
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混凝土强度评定的准确性对结构物的安全性评价具有很大的影响。为了充分利用钻芯法和回弹法这2种常用混凝土测强方法的特点,建立自适应模糊神经推理系统模型来综合评定结构的混凝土强度。将回弹值的常用对数和碳化深度值作为模型的输入,钻芯值的常用对数作为模型的输出。模型参数采用混合算法确定。其中,条件参数采用梯度下降法来调整;结论参数采用最小二乘法来调整。该模型可以有效地映射出训练数据之间复杂的非线性关系。通过对已有的钻芯、回弹试验数据的对比计算,自适应模糊神经推理系统方法的强度预测精度高于常规的回归方法。 相似文献
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该研究提出了一种新型磁力双稳态机构,主要由一对同向充磁的负刚度磁环,附加一对异向充磁的正刚度磁环组成,可通过调整磁环参数有效改变双稳态装置的势垒高度,从而克服传统型双稳态装置在小幅波浪激励下转换效率低的难题。基于Cummins方程建立了系统的时域非线性动力学模型,其中采用状态空间模型替代了辐射力的卷积积分项用于加快计算速度。采用四阶龙格库塔方法求解动力学方程,获得系统响应解。采用Jonswap波浪谱,研究了不规则波激励下波浪能转换装置的转换效率随双稳态结构参数以及波浪激励参数的变化规律。结果表明,新型磁力双稳态机构在合适参数下可以达到降低势垒高度和拓宽平衡点间距的效果,从而显著提高波能捕获效率,拓宽波能捕获频带,尤其是大幅提高了系统在小波高激励下的捕获宽度。 相似文献
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As a contribution to the deepwater oil and gas industry, this paper addresses the use of optimization techniques together with a design of experiments (DOE) assessment, as a way of automating the design of compliant vertical access risers (CVARs) while also leading to an optimal riser configuration based on some desired efficiency parameters. The CVAR is a new riser concept that can improve the structural performance of the production system and also provide several operational benefits. The DOE is a statistical technique that provides an objective measure of how design parameters are correlated and the effective contribution of each one at the riser performance. Based on such a study some general conclusive remarks on the global behavior of CVAR will be presented. Such results also play an important role for the optimization process, as it can highlight significant design parameters, enabling design simplifications and efficiency improvement. For optimization assessment, geometric parameters are taken as the design variables and the design constraints consider both structural integrity and operational criteria. A multi-objective approach is considered taking into account the structural performance and geometric criteria. Optimal solution is obtained by NSGA-II method. Extreme and operational environmental conditions of a Brazilian offshore field are used as the base case. 相似文献
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针对背景噪声下结构的模态参数识别结果存在虚假模态的情况,分析虚假模态产生的原因,通过理论推导提出辨别虚假模态的判断条件,根据判断条件剔除识别模态参数中包含的虚假模态。以比例阻尼海洋平台结构数值模型为例,在模拟噪声水平5%的工况下,获得结构脉冲响应信号,对基于奇异值分解定阶消噪后的信号用复指数法进行模态参数识别,对识别的模态频率和阻尼比进行虚假模态剔除。结果表明:根据判断条件可有效剔除所识别参数中的虚假模态。 相似文献
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A laboratory setup and a procedure for measuring the volume coefficients and mean cross sections of extinction, scattering, and absorption of soot particles in the medium of saturated water vapor are described. A method for hydrophilization of the surface of soot particles, which makes it possible to obtain model objects with specified hygroscopic properties, is presented. The processes of transformation of soot particles are analyzed with the use of data of electron-microscopic investigations on the basis of the fractal approach. The structural parameters of hydrophobic soot are shown to depend on the conditions of moistening, whereas hydrophilic particles are subject to substantial structural changes indicative of their watering. Investigation of the coagulation of soot particles with drops shows that hydrophobic particles form a weakly bound system; they coagulate on the surface of drops and cause no changes in the structure of soot aggregates. During the coagulation, hydrophilic soot particles penetrate inside a drop and irreversibly form a mixed system. 相似文献
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By means of Lagrange's equation, the “coupled” equations of motion for a horizontal plate carrying a U-type tuned liquid damper (TLD) are derived. The “uncoupled” equations of motion for the liquid (in the TLD) and the structural system are then obtained by decoupling the “coupled” ones. Unlike the existing literature to indirectly determine the natural frequencies of a damped vibrating system by using the resonant method, the “complex” eigenvalues of the coupled damped system are obtained directly from the associated eigenvalue equations. Besides, the pressure intensities in the two air chambers and the sizes of the two vertical tanks together with the horizontal conduit are arbitrary in the formulation of this paper. The influence of some key parameters of the TLD on the dynamic responses of the structural system is studied. 相似文献
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The research described in this paper involves a method to mitigate the vibration of an offshore structural system in the marine environment when subjected to the in-plane wave forces. The method introduced include a practical application for the viscoelastic material to the offshore structural system, and the analytical technique to evaluate the structural responses when the system is incorporated with damping devices. The viscoelastic materials applied here were tested and verified that they have high energy absorption capacity. In the analysis, the applied wave forces are based on the fifth-order Stokes wave theory and Morrison equation for small body and the computation method is based on Newmark method for nonlinear system. Results of the vibration responses for the system with added damping devices are presented and compared to the responses of structures of the traditional design. It was observed that the effect of the vibration mitigation was significant and the dynamic performance of the offshore structural system were greatly improved when the new damping devices were applied. 相似文献
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An obvious motivation of this paper is to examine the effectiveness of the lateral vibration control of a jacket type offshore platform with an AMD control device, in conjunction with H2 control algorithm, which is an optimal frequency domain control method based on minimization of H2 norm of the system transfer function. In this study, the offshore platform is modeled numerically by use of the finite element method, instead of a lumped mass model. This structural model is later simplified to be single-degree-of-freedom (SDOF) system by extracting the first vibration mode of the structure. The corresponding "generalized" wave force is determined based on an analytical approximation of the first mode shape function, the physical wave loading being calculated from the linearized Morison equation. This approach facilitates the filter design for the generalized force. Furthermore, the present paper also intends to make numerical comparison between H2 active control and the corresponding passive control using a T 相似文献
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The berm recession of a reshaping berm breakwater has a very important role for the stability of this kind of structure. Based on a 2D experimental modeling method in a wave flume, the recession of the berm due to sea state and structural parameters has been studied. Irregular waves with a JONSWAP spectrum were used. A total of 215 tests have been performed to cover the impact of sea state conditions such as wave height, wave period, storm duration and water depth at the toe of the structure, and structural parameters such as berm elevation from still water level, berm width and stone diameter on berm recession. In this paper, first a new dimensionless parameter is introduced to evaluate the combined effect of wave height and wave period on berm recession using results of the experimental work. Then, a formula that includes some sea state and structural parameters is derived using the new dimensionless parameter for estimating the berm recession. A comparison is made between the estimated berm recessions by this new formula and formulae given by other researchers to show the preference of using the new dimensionless parameter. The comparison shows that the recession estimated by the new formula has not only a better correlation with the present experimental data, but also has an improved correlation with other experimental results within the range of parameters tested. Outside the range of parameters tested the Lykke Andersen (2006) formula performed best. 相似文献
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For exact estimation of efficiency of a buckle arrestor,it is necessary to take the effect ofstructural inertia into account in the analysis of buckle propagation on elastic structures after meetingarrestors.Under this consideration,this paper deals with the dynamics of buckle arrest and its numerica1simulation on the basis of the beam system model used by Chater and Hutchinson(1983).The FEM com-bined with an improving arc-length control method is adopted to solve the dynamic equations describingthe arresting of buckle propagation. A new group of parameters for arrestor design which differs greatlyfrom that by the quasi-static analysis is obtained.The present results support the conclusion that the iner-tia of the beam cannot be neglected in such analysis. 相似文献
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YANG Zhiyong XIAO Xi Lecturer School of Naval Architecture Ocean Engineering Shanghai Jiaotong University 《中国海洋工程》1998,(2)
Offshore structures will encounter serious environmental load,so it is important to study thestructural system reliability and to evaluate the structural component safety rank.In this paper,thebracnch-and-bound method is adopted to search the main failure path,and the Ditlevsen bound method isused to calculate the system failure probability.The structure is then assessed by the fuzzy comprehensiveassessment method,which evaluates the structural component safety rank.The ultimate equation of the tu-bular cross-section is analyzed on the basis of ultimate stregnth analysis.The influence of effectcoefficients on the structural system failure probability is investigated,and basic results are obtained.Ageneral program for spatial frame structures by means of the above method is developed,and verified bythe numerical examples. 相似文献