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Neural networks for computing best rank-one approximations of tensors and its applications 期刊论文
NEUROCOMPUTING, 2017, 卷号: 267
作者:  Che, Maolin;  Cichocki, Andrzej;  Wei, Yimin
收藏  |  浏览/下载:3/0  |  提交时间:2019/12/05
QUANTITATIVE STABILITY ANALYSIS FOR DISTRIBUTIONALLY ROBUST OPTIMIZATION WITH MOMENT CONSTRAINTS 期刊论文
SIAM JOURNAL ON OPTIMIZATION, 2016, 卷号: 26, 页码: 1855-1882
作者:  Zhang, Jie;  Xu, Huifu;  Zhang, Liwei
收藏  |  浏览/下载:6/0  |  提交时间:2019/12/09
Reentry guidance based on parametric optimization (EI CONFERENCE) 会议论文
2012 International Conference on Mechatronics and Control Engineering, ICMCE 2012, November 29, 2012 - November 30, 2012, Guangzhou, China
Li D.
收藏  |  浏览/下载:149/0  |  提交时间:2013/03/25
Null compensator testing convex freeform surface mirror with CGH technology (EI CONFERENCE) 会议论文
2012 International Conference on Future Optical Materials and Circuit Design, FOMCD 2012, December 27, 2012 - December 28, 2012, Xiamen, China
Zhang Z.-Y.; Zhang B.-Z.
收藏  |  浏览/下载:23/0  |  提交时间:2013/03/25
A shape context based Hausdorff similarity measure in image matching 会议论文
5th International Symposium on Photoelectronic Detection and Imaging (ISPDI) - Infrared Imaging and Applications, Beijing, June 25-27, 2013
作者:  Ma TL(马天磊);  Liu YP(刘云鹏);  Shi ZL(史泽林);  Yin J(尹健)
收藏  |  浏览/下载:26/0  |  提交时间:2013/12/26
The traditional Hausdorff measure, which uses Euclidean distance metric (L2 norm) to define the distance between coordinates of any two points, has poor performance in the presence of the rotation and scale change although it is robust to the noise and occlusion. To address the problem, we define a novel similarity function including two parts in this paper. The first part is Hausdorff distance between shapes which is calculated by exploiting shape context that is rotation and scale invariant as the distance metric. The second part is the cost of matching between centroids. Unlike the traditional method, we use the centroid as reference point to obtain its shape context that embodies global information of the shape. Experiment results demonstrate that the function value between shapes is rotation and scale invariant and the matching accuracy of our algorithm is higher than that of previously proposed algorithm on the MEPG-7 database.  
On the Second-order Directional Derivatives of Singular Values of Matrices and Symmetric Matrix-valued Functions 期刊论文
SET-VALUED AND VARIATIONAL ANALYSIS, 2013, 卷号: 21, 页码: 557-586
作者:  Zhang, Liwei;  Zhang, Ning;  Xiao, Xiantao
收藏  |  浏览/下载:4/0  |  提交时间:2019/12/11
The design and implementation of temperature acquisition system based on PXI (EI CONFERENCE) 会议论文
2012 International Conference on Control Engineering and Communication Technology, ICCECT 2012, December 7, 2012 - December 9, 2012, Shenyang, Liaoning, China
Ji S.; Zhu M.; Wang J.; Lei Y.
收藏  |  浏览/下载:27/0  |  提交时间:2013/03/25
Tracking error modeling of the theodolite based on GRNN method (EI CONFERENCE) 会议论文
2nd International Conference on Frontiers of Manufacturing and Design Science, ICFMD 2011, December 11, 2011 - December 13, 2011, Taichung, Taiwan
Li M.; Gao H.
收藏  |  浏览/下载:15/0  |  提交时间:2013/03/25
Image quality assessment based on gradient complex matrix (EI CONFERENCE) 会议论文
2012 International Conference on Systems and Informatics, ICSAI 2012, May 19, 2012 - May 20, 2012, Yantai, China
Wang Y.
收藏  |  浏览/下载:18/0  |  提交时间:2013/03/25
Structure buckling load interval analysis of supercavitating projectile (EI CONFERENCE) 会议论文
2011 9th International Conference on Reliability, Maintainability and Safety: Safety First, Reliability Primary, ICRMS'2011, June 12, 2011 - June 15, 2011, Guiyang, China
Zhou L.; An W.
收藏  |  浏览/下载:23/0  |  提交时间:2013/03/25
As a result of supercavitating projectiles with high underwater velocity  their structures undergo high longitudinal force. It is necessary to perform structure buckling load interval analysis because the uncertainty of structural own parameters should be considered. Critical buckling load of supercavitating projectiles is calculated by Galerkin method. The partial matrixes of critical buckling load implicit function to each uncertainty variable are deduced  and the interval of structure critical buckling load is calculated by interval analysis and convex model methods. Numerical results show that the nominal value  lower and upper bounds of critical buckling load increase with the increment of the ratio of base diameter to cavitator diameter. And the uncertainty degree of basic variables should be controlled as far as possible in the project for high reliability. 2011 IEEE.  


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