Novel Chaotic Fragile Watermarking Algorithm for Image Authentication

Taking full advantage of the randomicity of chaotic system and its extreme sensitivity to the initial value, a new chaotic fragile watermarking algorithm is proposed. In the algorithm, the location key is looked as a logistic chaotic initial value for iteration to create a location matrix. According to this location matrix, a mapping image is generated and the embedding location of watermarking in image blocks is identified. Then, the watermarking sequence, which is related with the mapping image blocks and generated by H6non chaotic map, is embedded into the least significant bit (LSB) of the corresponding location in each block. Since the image content and watermarking are staggered, the algorithm has a higher security. Simulation results showed that the algorithm can detect and locate the tamper in watermarked images with an accuracy of 2 x 2 block pixels. At the same time, the watermarking images has good invisibility, and the original image is not required when extracting watermarking.     

An independent component analysis algorithm through solving gradient equation combined with kernel density estimation

A new algorithm for linear instantaneous independent component analysis is proposed based on max-imizing the log-likelihood contrast function which can be changed into a gradient equation. An iterative method is introduced to solve this equation efficiently. The unknown probability density functions as well as their first and second derivatives in the gradient equation are estimated by kernel density method. Computer simulations on artificially generated signals and gray scale natural scene images confirm the efficiency and accuracy of the proposed algorithm.     

道路交通状态识别技术研究

交通拥堵和突发事件已成为困扰当前城市交通的2大难题,重点讲述了如何识别交通状态,提出了1种基于模糊推理的交通拥堵等级评判算法和1种基于双变量模型的交通事件识别算法。经过验证,这2种算法可达到较好的交通状态识别效果。     

Arranging transient process used in iterative learning control system

Considering the same initial state error in each repetitive operation in the iterative learning system, a method of arranging the transient process is given. During the current iteration, the system will track the transient function firstly, and then the expected trajectory. After several iterations, the learning system output will trend to the arranged curve, which has avoided the effect of the initial error on the controller. Also the transient time can be changed as you need, which makes the designing simple and the operation easy. Then the detailed designing steps are given via the robot system. At last the simulation of the robot system is given, which shows the validity of the method.     

水下结构声固耦合振动的特征值计算

针对水下结构声固耦合振动计算中出现的非对称矩阵(与频率相关)的特征值问题,本文基于共轭子空间迭代法,提出了计算水下结构振动固有频率和振型的双重迭代算法.数值算例表明:该算法收敛性好,用于水下结构声固耦合振动的特征值计算是有效的.文中分别将流体视为不可压缩和可压缩两种情况建立了流固耦合方程,计算了板、加筋板和方箱振动的固有频率和振型,将干模态和湿模态、不可压缩流体和可压缩流体的计算结果进行了比较,并分析了结构刚度和流体边界条件对附加水质量影响系数的影响.     

悬索桥空缆状态下锚跨主缆索股张力的计算与监测

运用自行编制的悬索桥施工过程主缆架设计算程序,对张花高速公路澧水大桥主缆架设期间空缆状态下的锚跨索股张力进行了计算.主缆架设完成时,采用索力动测仪对索股张力进行了测试.对该桥索股架设完成时的索力测试数据与锚跨部分丝股张力的理论计算结果进行了比较.分析结果表明:在控制好主缆线形的同时,锚跨逐索股张力的理论计算数据与实测数据吻合.考虑到索股理论计算模型与实际的差异以及环境因素的干扰,部分索股张力的实测值与理论值有差距,因此,有待于理论上的进一步研究.     

预测通道客运分担率的MNL模型特性变量选取

基于非集计离散选择模型理论,结合通道内各种运输方式特性,给出了在运用MNL模型预测通道客运分担率时特性变量的选取原则。分析了影响旅客出行方式选择的出行时间、安全性、舒适性、方便性、费用等因素间的关系以及各因素作为特性变量的适应性,认为在运用MNL模型预测通道客运分担率时应选取出行时间、费用收入比和发车频率作为特性变量,并给出了各特性变量的取值标定方法。结合旅客出行特征调查数据,进行了实证分析和各个特性变量灵敏度分析,得出制定客运专线运营策略时应主要考虑出行时间、费用和出行者收入变化影响的结论。     

对一类非严格重复系统的两种基于二阶内模的迭代学习控制器设计

通过对系统中的不确定参数建立迭代域上的二阶内模来研究一类非线性连续时间系统的非严格重复性,并依照内模原理提出了两种基于二阶内模的参数迭代学习控制器：二阶迭代学习控制器和平行迭代学习控制器．本文分别使用不同的Lyapunov函数,证明了两种控制器在各自的可行范围内都可以保证系统的跟踪误差收敛．通过对这两种学习机制的比较分析,说明了平行迭代学习控制设计的合理性．两个数值仿真不仅证实了两种算法的有效性,也展示了平行迭代学习控制器更好的收敛特性．     

社交网络交通信息对出行方式选择行为影响模型

为解决社交网络交通信息对出行方式选择行为影响缺少定量描述方法的问题,基于技术接受理论,提出感知有用性、感知易用性、感知风险性等 7个潜变量作为出行者对社交网络交通信息的心理感受变量.结合个人属性变量、出行方案属性变量共同构建融合社交网络交通信息影响的出行方式选择行为混合离散模型,运用重庆市问卷调查数据进行实证分析.结果表明,混合模型优度比提升了 0.171,同时,心理感受变量中感知风险性对选择结果有负向影响,其余变量对选择结果均为正向影响,而感知有用性(0.757)、主观规范(0.646)、感知信任 (0.502)对结果影响最大.     

无应力长度控制法在梁拱组合桥调索中的应用

在实际工程施工中,梁拱组合体系桥常需要进行二次调索。将无应力长度控制法应用于(55+230+55)m某大跨梁拱组合体系桥的二次调索过程,提出了计算索力增量的k值迭代法,并与差值迭代法进行比较分析,结果表明,该方法目标明确、迭代次数少、计算精度高、方便施工,在工程应用中取得较好的效果。