为了准确、快速地将拷贝图像识别出来,提出一种基于CS-LBP(centrally symmetric local binary pattern)纹理与位图像统计的图像哈希算法。算法首先对图像作预处理;然后利用三级小波分解得到近似图像和高频信息,对第二、三级近似图像利用...为了准确、快速地将拷贝图像识别出来,提出一种基于CS-LBP(centrally symmetric local binary pattern)纹理与位图像统计的图像哈希算法。算法首先对图像作预处理;然后利用三级小波分解得到近似图像和高频信息,对第二、三级近似图像利用Ring分割,提取每一环的统计特征,对第二、三级高频信息的水平方向分量和垂直方向分量进行位图像分解,提取统计特征;最后将所有的低频和高频特征联合起来生成图像哈希序列。实验结果表明所提算法的分类性能优于现有的一些哈希算法,在拷贝检测应用上具有很好的准确率。展开更多
Based on the image theory,the analytical solutions of tunneling-induced ground displacement were derived in conjunction with the nonuniform convergence model.The reasonable value of Poisson ratio in the analytical sol...Based on the image theory,the analytical solutions of tunneling-induced ground displacement were derived in conjunction with the nonuniform convergence model.The reasonable value of Poisson ratio in the analytical solution was discussed.The ground settlement width parameter which could reflect the ground condition was introduced to modify the analytical solutions proposed above,and new analytical solutions were presented.To evaluate the validity of the present solutions using the nonuniform convergence model,the results were compared with the observed values for four engineering projects,including 38 measured data of ground settlement.The agreement shows that the present solutions using the nonuniform convergence model are effective for evaluating the tunneling-induced ground displacements.展开更多
基金国家自然科学基金(6127106361401131)+4 种基金浙江省重点基金(LZ15F01001)国家重点基础研究发展计划项目(2013CB329502)Grants R01CA197150 from the National Cancer InstituteNational Institutes of HealthUSA
文摘为了准确、快速地将拷贝图像识别出来,提出一种基于CS-LBP(centrally symmetric local binary pattern)纹理与位图像统计的图像哈希算法。算法首先对图像作预处理;然后利用三级小波分解得到近似图像和高频信息,对第二、三级近似图像利用Ring分割,提取每一环的统计特征,对第二、三级高频信息的水平方向分量和垂直方向分量进行位图像分解,提取统计特征;最后将所有的低频和高频特征联合起来生成图像哈希序列。实验结果表明所提算法的分类性能优于现有的一些哈希算法,在拷贝检测应用上具有很好的准确率。
基金Project(09JJ1008) supported by Hunan Provincial Science Foundation of China
文摘Based on the image theory,the analytical solutions of tunneling-induced ground displacement were derived in conjunction with the nonuniform convergence model.The reasonable value of Poisson ratio in the analytical solution was discussed.The ground settlement width parameter which could reflect the ground condition was introduced to modify the analytical solutions proposed above,and new analytical solutions were presented.To evaluate the validity of the present solutions using the nonuniform convergence model,the results were compared with the observed values for four engineering projects,including 38 measured data of ground settlement.The agreement shows that the present solutions using the nonuniform convergence model are effective for evaluating the tunneling-induced ground displacements.
