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针对一类具有配外部扰动的多输入多输出(MIMO)离散时间系统(DTS),提出了改进的状态观测器的设计方案,使得该观测器不受外部扰动的影响。对外部扰动满足匹配条件的MIMO-DTS,提出了基于状态观测器和扰动估计器的滑模控制器设计方案,该设计方案不要求知道系统的状态和外部扰动的上界。提出的仿真例子说明了本文方法的可行性和有效性。 相似文献
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本文讨论了基于观测器的不确定离散变时滞系统的滑模控制问题。首先,为了估计所要研究的不确定离散系统的状态,构造了状态观测器,并设计了理想的滑模控制律,以保证切换面有限时间的可达性,实现滑动模运动。其次,基于Lyapunov-Krasovskii泛函法以及线性矩阵不等式(LMI)等方法,给出误差离散系统和滑模动力离散方程的渐近稳定性判据。最后,给出了一个数值算例说明了本文结果的有效性和可行性。 相似文献
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研究控制变量含有时滞的线性系统在外部正弦干扰下的最优减振预测控制问题。利用系统的控制向量和被控对象的预测输出向量 ,设计了 1种全维状态预测观测器。并将该状态观测器用于时滞控制系统的最优前馈 -反馈预测控制中。频域分析表明 ,应用该状态预测观测器可将闭环系统的时滞项移至系统闭环结构之外 ,从而其优化控制规律完全可以按无时滞系统进行设计。时域分析表明 ,设计的预测控制器对外部正弦干扰有较强的鲁棒性 ,得到的结果关于二次型平均性能指标是次优的 相似文献
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《中国海洋大学学报(自然科学版)》2020,(Z1)
本文研究了一类基于观测器的不确定分数阶系统(FOSs)的保成本控制问题,将整数阶系统的理论扩展到分数阶系统。首先,根据分数阶系统的稳定性理论,通过构造Lyapunov函数和分数阶系统的性能指标函数,以线性矩阵不等式(LMI)的形式给出了基于观测器的状态反馈控制系统的保成本控制器的设计方法,该控制器不仅保证了不确定分数阶系统的渐近稳定性,而且使其性能指标达到了合适的水平。然后,通过求解线性矩阵不等式的可行性问题,给出了控制器和观测器的增益。最后,给出了一个数值算例,验证了结果的有效性。 相似文献
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研究在持续外界扰动作用下,具有控制时滞线性系统的动态输出反馈扰动抑制问题。首先利用模型转换将控制时滞系统转化为形式上无时滞的系统,通过求解Riccati方程和Sylvester方程,推导出前馈—反馈最优扰动抑制控制律。然后构造能同时预估状态和扰动的降维观测器,不仅解决前馈控制和状态反馈的物理不可实现问题,而且得到了近似于最优扰动抑制控制律的动态输出反馈扰动抑制控制器。仿真实例证明此控制律的有效性。 相似文献
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以X 舵智能水下机器人(Autonomous Underwater Vehicle,AUV)为研究对象,提出了一种改进 Super-Twisting 滑模与非线性干扰观测器结合的 AUV 控制方法。首先,对 AUV 进行了运动学、动力学以及 X 舵分配进行了建模;之后,按照 Super-Twisting 理论设计了 AUV 控制器;然后,考虑到原算法中符号函数引起的控制输出抖振现象,提出了基于 Sigmoid 函数的改进 Super-Twisting 控制器,考虑到未建模动态以及外部环境干扰,设计了非线性干扰观测器对集总干扰进行补偿;最后,通过仿真验证了所提控制器的有效性。仿真表明,在干扰影响条件下,所提方法能够在大幅降低输出抖振并保证良好的控制精度。 相似文献
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针对水下无人航行器（UUV）受到海流海浪等外部扰动与内部模型不确定导致航向角控制品质下降的问题,提出一种基于自抗扰（ADRC）的双环路航向角控制方法。首先,建立了 UUV 的六自由度动力学、运动学模型与水平面动力学模型。然后,设计了一种非线性控制器,将自抗扰控制与双控制环路相结合, 针对系统航向控制所受内部与外部等非线性因素的影响,采用扩张状态观测器对“总和”扰动进行观测与补偿。 在采用自抗扰控制的航向角反馈控制回路的基础上,增加航向角速度内环,降低系统对扰动的灵敏度,改造被控对象的传递函数,为外环路提供良好的被控对象模型。最后,通过仿真实验验证了该控制方法的有效性。 相似文献
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Song Yupu Wang Jian Associate Professor Dept. of Civil Engineering Dalian University of Technology Dalian Lecturer Dept. of Civil Engineering Dalian University of Technology Dalian 《中国海洋工程》1992,(1)
A design method of reinforced concrete (R. C.) offshore platforms with nonlinear finite element analysis is proposed. According to the method, a computer program is developed. In this program nonlinear constitutive relationships and strength criteria of concrete and steel bars are included, and the progressive cracking and crushing of the concrete are taken into account. Based on the stress distribution obtained by the nonlinear finite element analysis, the amount of reinforcement in the control sections can be computed and adjusted automatically by the program to satisfy the requirement of the design. The amount of reinforcement required in the control sections, which are obtained with the nonlinear finite element analysis, is agreeable to that obtained in the experiment. This shows that the design method of R. C. offshore platform with the nonlinear finite element method proposed by the authors is reliable for practical use. 相似文献
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We report a theoretical investigation of an elastic and slender fluid-conveying pipe with a top-end excitation subjected to uniform cross flows. Considering the mean drag force and the time varying vortex-induced lift force which is modeled using a nonlinear van der Pol oscillator, the nonlinear partial differential equations of the motion of coupled fluid-structure system are constructed and simplified to a reduced-order model through the Galerkin-type discretization. By virtue of quasi-static displacement conditions, the characteristics of vortex-induced vibration of the pipe are evaluated for the first two lock-in modes. The results show that the top-end excitation can increase the vibration amplitude of the pipe when the cross-flow speed is out of the lock-in regions. When the cross-flow speed is within the lock-in region, however, the top-end oscillation causes a transition between quasi-periodic and periodic in the responses of the pipe, significantly reducing or increasing the vibration amplitudes depending on the excitation acceleration and frequency. This finding has an important guidance in suppressing vortex-induced vibrations by balancing the internal fluid velocity and the top-end excitation. 相似文献
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The formation of acoustic images in real-time requires an enormous computational burden. To reduce this demand the use of sparse arrays for beamforming is mandated. The design of these arrays for adequate mainlobe width and low sidelobe level is a difficult nonlinear optimization problem. A new approach to the joint optimization of sensor placement and shading weights is discussed. Based on the concept of importance sampling an optimization method is presented and some examples given to illustrate its effectiveness. 相似文献
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Subrata K. Chakrabarti 《Ocean Engineering》1989,16(4)
The design and performance of an offshore structure depends largely upon the response of the structure to the environmental loading such as waves. The extreme response chosen for the design of a structure should meet its lifetime response, operational response as well as the fatigue damage. The failure of the structural member may be caused by the maximum instantaneous stress experienced by the member due to a given environment. This is considered short-term as opposed to long-term or fatigue damage. The short-term response statistics are obtained on the basis of one particular seastate. Since this seastate is invariably high, nonlinearity in the excitation and response of the structure is almost invariably present. The general nonlinear problem in the extreme response prediction is largely unsolved. Response characteristics are often obtained from the perturbation methods and equivalent linearization techniques. Unlike nonlinear problems, these methods greatly simplify the analysis for extreme values. This paper reviews the available approximation techniques in the response computation and the limits of their applicability in a design situation. Results are illustrated so that a designer may evaluate the suitability of a method in a particular design condition. 相似文献
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典型海上升压站地震储备承载系数研究 总被引：1，自引：1，他引：0
海上升压站是海上风电场中不可或缺的组成部分,其结构型式与传统的海上油气平台有所差异,完全套用现有抗震分析方法可能使结构设计不经济。由于地质条件特点不同,国外海上风电场鲜有位于高地震烈度区的案例,因此当前有关海上升压站抗震设计的理论和经验也不充分。针对我国首个位于高地震烈度区内的海上升压站,建立精细化有限元模型,利用非线性静力推覆分析方法,并结合敏感性分析结果与工程实际情况给出其地震储备承载系数的合理化取值,为今后典型海上升压站的抗震设计提供参考与借鉴。 相似文献
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The hydrodynamic behaviour of an oscillating wave surge converter (OWSC) in large motion excited by nonlinear waves is investigated. The mechanism through which the wave energy is absorbed in the nonlinear system is analysed. The mathematical model used is based on the velocity potential theory together with the fully nonlinear boundary conditions on the moving body surface and deforming free surface. The problem is solved by the boundary element method. Numerical results are obtained to show how to adjust the mechanical properties of the OWSC to achieve the best efficiency in a given wave, together with the nonlinear effect of the wave height. Numerical results are also provided to show the behaviour of a given OWSC in waves of different frequencies and different heights. 相似文献
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The spectral properties of nonlinear drag forces of random waves on vertical circular cylinders are analyzed in this paper by means of nonlinear spectral analysis. The analysis provides basic parameters for estimation of the characteristic drag forces. Numerical computation is also performed for the investigation of the effects of nonlinearity of the drag forces.The results indicate that the wave drag forces calculated by linear wave theory are larger than those calculated by the third order Stokes wave theory for given waves. The difference between them increases with wave height. The wave drag forces calculated by use of hnear approximation are about 5% smaller than their actual values when measured in the peak values of spectral densities. This will result in a safety problem for the design of offshore structures. Therefore, the nonlinear effect of wave drag forces should be taken into comidemtion in design and application of important offshore structures. 相似文献
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应用Lyapunov等价法讨论了多滞后中立型非线性定常控制系统与不带滞后的线性定常控制系统的镇定问题.应用Lyapunov稳定性理论与Krosovskii最大最小特征值定理,得到了多滞后中立型非线性定常控制系统渐近稳定的结论,该结论是对前人结果的进一步扩展,并在非线性项的限制下给出了时滞的界限.最后,将上述结论推广到了多滞后中立型非线性时变控制系统. 相似文献
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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