Application of H∞ control in rudder/flap vector robust control of a ship''s course

Given the uncertainty of parameters and the random nature of disturbances that effect a ships course, a robust course controller should be designed on the basis of rudder/flap vector control. This paper analyzes system uncertainty, and the choice of weighting functions is also discussed. When sea waves operate on a ship, the energy-concentrating frequency varies with the angle of encounter. For different angles of encounter, different weighting functions are designed. For the pole of a nominal model existing in an imaginary axis, the bilinear-transform method is used. The "2-Riccati" equation is adopted to solve the H∞ controller. A system simulation is given, and the results show that, compared with a PID controller, this system has higher course precision and more robust performance. This research has significant engineering value.     

锰粉加工工人心血管功能的调查研究

对 ５５ 名锰粉加工工人和 ５６ 名对照工人的调查结果显示，工人工作地点 Ｍｎ Ｏ２ 浓度几何均值为 １９６ ｍ ｇ／ｍ ３ （锰尘 ０１７～２２．２４ ｍ ｇ／ｍ ３ ），样品超标率 ８８７％ 。接触组头晕头痛、睡眠障碍、容易疲劳和记忆不良的主诉率明显高于对照组（ Ｐ＜００５～００１）。接触组和对照组的心电图异常、高血压和低舒张压检出率未见显著性差异，其心率、 Ｐ Ｒ间期、 Ｑ Ｒ Ｓ波、收缩压和舒张压的均值比较也没有显著性差异。接触组心电图异常和低舒张压的 Ｏ Ｒ分别是 １．５６（９５％ 可信区间为 ０７０～３．５０）和 ２．０８（９５％ 可信区间为 ０１８～２３．５７）。     

基于FIR与正交基分解的磁性目标检测方法

针对磁异常探测中,磁性目标信号被噪声淹没,信噪比较低的情况,提出了FIR与正交基分解相结合的检测方法。先利用FIR低通滤波器滤除高频噪声,保留磁性目标磁异常信号,再利用正交基分解检测算法,大幅度提升磁性目标信号的信噪比,从而实现磁性目标检测。仿真试验结果表明,该方法可以提升磁性目标检测能力,具有一定的工程应用价值。     

Application of H~∞ control in rudder/flap vector robust control of a ship's course

Given the uncertainty of parameters and the random nature of disturbances that effect a ships course, a robust course controller should be designed on the basis of rudder/flap vector control. This paper analyzes system uncertainty, and the choice of weighting functions is also discussed. When sea waves operate on a ship, the energy-concentrating frequency varies with the angle of encounter. For different angles of encounter, different weighting functions are designed. For the pole of a nominal model existing in an imaginary axis, the bilinear-transform method is used. The "2-Riccati" equation is adopted to solve the H∞ controller. A system simulation is given, and the results show that, compared with a PID controller, this system has higher course precision and more robust performance. This research has significant engineering value.     

两种典型立柱截面涡激运动的分析研究

文章引入雷诺平均法求解NS方程结合SST k-ω湍流模型对两种典型立柱截面限制流向和不限制流向的涡激运动进行了数值模拟和实验对比。采用GAMBIT软件分区建立计算网格,立柱和流场的流固耦合通过计算外部流场作用于柱体的瞬时升力和拖曳力,将求解运动微分方程的四阶Runge-Kutta代码嵌入UDF求解器中,并运用动网格技术实现流场更新。研究发现,在约化速度从2到15范围内限制流向及不限制流向下圆柱横向横幅皆约为方柱的2.5倍,圆柱振幅曲线在限制流向和非限制流向均出现了跳跃现象,而方柱振幅在限制及不限制流向下皆表现为连续。限制流向下圆柱进入频率锁定区域比不限制流向下略快,而脱离锁定区域时约化速度基本相同。不限制流向下圆柱和方柱流向平衡点位移随约化速度线性增大,流向最大幅值均为0.15D左右,但振幅走势完全不同。最后对“相位开关”、“反相”、涡脱结构形式等进行了分析和讨论。     

近似模型在非均匀环肋圆柱耐压壳优化中的应用研究

为提高潜水器耐压壳的稳定性和材料的利用率,该文在圆柱耐压壳设计中引入了非均匀肋骨布置方案,采用不等刚度不等间距分布的肋骨形式。在优化过程中,引入了近似模型技术,提出基于近似模型的非均匀环肋圆柱壳结构优化设计方法,通过试验设计在设计空间内选取样本点,建立近似模型,并以此搭建了近似模型优化策略对环肋圆柱耐压壳进行优化。研究结果表明,对于非均匀环肋圆柱壳采用合理的肋骨布置方案能有效地提高其力学性能及材料利用率;二阶 RSM 近似模型和 RBF 近似模型均能合理反映样本空间的样本点,基于近似模型优化方法能以较小的计算量克服优化过程中出现的数值噪声和错误。良好的优化结果表明该优化方法具有广泛的应用前景和空间。     

基于城市交通规划编制体系提高交通规划效率

梳理了城市交通规划编制体系与城市规划的关系,分析了不同类型城市交通规划编制体系差异的主要影响因素体现在城市空间结构的复杂性、交通系统构成、人口结构差异和区域经济社会发展的不同角色4个方面.对各类城市交通规划编制体系进行比较,同时比较不同规模类型城市的交通规划编制管理部门的职能分工.以上海为例,讨论和分析了城市不同发展阶段与城市交通密切相关的三大职能单位组织编制和协调各项交通规划的变迁历程,从规划编制体系的角度总结提高城市交通规划效率的经验.     

一种基于DNA计算的多模态函数求解模型

通过对DNA计算的研究,提出了一种在DNA计算的基础上引入一种基于Lokta-Volterra方程的生态竞争繁殖、家庭选择机制等的求解多模态函数的进化算法,使得群体能够保持多样性,并有效地避免了早熟收敛,通过对测试函数的求解,同时搜索到多模函数多个极值峰点,取得了令人满意的结果。     

B—凸规划及其最优性条件

通过给出Ｂ－凸规划的定义并研究它的基本性质，得到Ｂ－凸规划的最优性条件。     

Analytical and experimental study of free vibration of beams carrying multiple masses and springs

The structures in engineering can be simplified intoelastic beams with concentrated masses and elastic spring supports.Studying the law of vibration of the beams can be a help in guidingits design and avoiding resonance. Based on the Laplace transformmethod, the mode shape functions and the frequency equations ofthe beams in the typical boundary conditions are derived. Acantilever beam with a lumped mass and a spring is selected toobtain its natural frequencies and mode shape functions. Anexperiment was conducted in order to get the modal parameters ofthe beam based on the NExT-ERA method. By comparing theanalytical and experimental results, the effects of the locations ofthe mass and spring on the modal parameter are discussed. Thevariation of the natural frequencies was obtained with the changingstiffness coefficient and mass coefficient, respectively. The findingsprovide a reference for the vibration analysis methods and thelumped parameters layout design of elastic beams used inengineering.