有限集手写汉字识别中的笔画分区矩描述特征

提出了一种笔画分区矩特征的提取方法。根据汉字笔画分布特点，利用小波变换将汉字分解为4个方向笔画分量，用分区矩分别描述4个笔画于图像，并采用K—L变换对特征进行降维处理。采用该特征对有限集手写体汉字进行识别，初步实验结果表明该方法十分有效。     

一种基于R树的图像检索方法

把图像的七个不变矩组合成一个七维向量,在R-树索引结构的基础上设计和实现了此向量的多维索引结构及相关操作。试验结果显示使用该索引方法大大提高了图像检索的效率。     

力矩分配法计算超静定结构成果校核方法研究

文章对力矩分配法计算超静定结构的成果校核方法作了探讨与研究，确保最后结果弯矩的正确性。     

微机对液力传动系统转矩特性的测控和管理

在液力传动系统中，系轮和祸轮的转矩及转速应保持稳定才能使系统正常运行．在实际应用中，党党由于某种偏差而造成转矩和转速的不稳定．本文介绍了应用8031单片机对生产过程中波力传动系统内的系轮与涡轮的转短和转速特性进行测试与控制，使其稳定．具体介绍了测试和控制系统的硬件的构成和软件的设计，并给出了特性参数的计算公式．     

Moments of conjugacy classes of binary words

For each nonempty binary word w=c₁c₂c_q, where c_i{0,1}, the nonnegative integer ∑_i=1^q (q+1−i)c_i is called the moment of w and is denoted by M(w). Let [w] denote the conjugacy class of w. Define M([w])={M(u): u[w]}, N(w)={M(u)−M(w): u[w]} and δ(w)=max{M(u)−M(v): u,v[w]}. Using these objects, we obtain equivalent conditions for a binary word to be an -word (respectively, a power of an -word). For instance, we prove that the following statements are equivalent for any binary word w with |w|2: (a) w is an -word, (b) δ(w)=|w|−1, (c) w is a cyclic balanced primitive word, (d) M([w]) is a set of |w| consecutive positive integers, (e) N(w) is a set of |w| consecutive integers and 0N(w), (f) w is primitive and [w]St.     

高精度转动惯量测量仪分析与设计

文中讨论的扭振法转动惯量测量仪,不需要测量幅值,根据振荡周期就能给出高精度的转动惯量计算结果。介绍了它的工作原理,并且详细分析了测量系统的误差,并给出了相邻周期误差的估计公式。在此基础上提出了两种数据处理方法,方法Ⅰ针对小阻尼比采用对偶时间序列误差相消,直接计算;方法Ⅱ通过计算阻尼比,把阻尼振荡周期转化为无阻尼自振周期进行转动惯量计算,放松了对阻尼比的要求,提高了计算精度。数学仿真结果表明,两种方法对测量误差都不敏感,且均可满足测量误差<±0.5%的要求。     

Optimum design of mounting components of a mass property measurement system

Measurement of inertia properties of aerospace vehicle and submarine are vital to meet the intended motion objectives. The Moment of Inertia (MOI) is calculated by measuring the frequency of free torsional oscillation of the object mounted on a nearly friction less air bearing. For getting accurate measurement and to nullify the effect of undesired vibrations, the stiffness of the different components of the mounting and fixture (torsion rod, flexure) should be maintained appropriately. The optimum design of torsion rod and flexure is based on ensuring desired natural frequencies in different modes. Initiating with an analytical approach, the actual dimensions of the components are determined based on natural frequencies obtained by finite element analysis of the components. Simulated results are verified with experimental results.     

Effect of moment of inertia on elastic stability of rectangular webs for thin-walled beams under a transverse load

So far, the equations for buckling capacity of web panels focus on thin-walled beams with very strong flanges. In this paper, elastic buckling behavior of web panels of thin-walled beams with weak flanges is further studied, aiming at a buckling coefficient formula unifying the effect of both weak and strong flanges. A new parameter, the flange-to-web ratio of moment of inertia, is proposed to characterize the effect of flanges. Then, a semi-analytical method is applied to investigate the buckling behavior of simply supported web panels, in two cases, inclusive or exclusive of effect of the moment of inertia of flanges. It is revealed that elastic buckling load, in particular, the buckling coefficient of web panel is a function of two key parameters, web aspect ratio and flange-to-web ratio of moment of inertia. Meanwhile, a finite element analysis (FEA) model allowing for the sensitivity of boundary conditions is validated by comparing with the semi-analytical solution to the case exclusive of effect of the moments of inertia of flanges. Next, numerical results are utilized to illustrate the influence of the previous parameters, which verify the increase of buckling coefficient with flange-to-web ratio of moment of inertia or the decrease of buckling coefficient with web aspect ratio. Besides, it also verifies that for the same flange-to-web ratio of moment of inertia, the buckling behavior of square web panels is closer to the uniform shear buckling than other rectangular web panels. Finally, an accurate design formula is proposed to calculate buckling coefficient of web panel.     

Effects of seismic and aerodynamic load interaction on structural dynamic response of multi-megawatt utility scale horizontal axis wind turbines

Horizontal axis wind turbines can experience significant time varying aerodynamic loads that has the potential to cause adverse effects on structural, mechanical, and power production. The progress in the wind industry has caused the construction of wind farms in areas prone to high seismic activity. With the advances in computational tools, a more realistic representation of the behavior of wind turbines should be performed. One of the simulation platforms was developed using the 5 MW NREL utility scale reference turbine model. The performed simulations will be used to evaluate the effects of aerodynamic and seismic load coupling on the power generation and structural dynamics behavior of this structure. Different turbine operational scenarios such as (i) normal operational condition with no earthquake, (ii) idling condition with the presence of seismic loads, (iii) normal operational condition with earthquake, and (iv) earthquake-induced emergency shutdown will be simulated with various loading conditions to show the differences in generated power and dynamic response. The results of this paper provide formulations for calculating generated power and design deriving parameters by considering different intensity measures. Moreover, the effects of aerodynamic damping and pitch control system are presented to shows reduction in the resulting design demand loads.