中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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浏览/检索结果: 共7条,第1-7条 帮助

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Autonomous Manipulation of an Underwater Vehicle-Manipulator System by a Composite Control Scheme With Disturbance Estimation 期刊论文  OAI收割
IEEE TRANSACTIONS ON AUTOMATION SCIENCE AND ENGINEERING, 2023, 页码: 11
作者:  
Cai, Mingxue;  Wang, Yu;  Wang, Shuo;  Wang, Rui;  Tan, Min
  |  收藏  |  浏览/下载:28/0  |  提交时间:2023/03/20
A New Dominance Distribution Method to Select Materials with Higher Fatigue Resistance under Property Scatter and Load Uncertainty 期刊论文  OAI收割
JOURNAL OF MATERIALS ENGINEERING AND PERFORMANCE, 2022, 页码: 10
作者:  
Bai, X.;  Zhang, P.;  Wang, Q.;  Liu, R.;  Zhang, Z. J.
  |  收藏  |  浏览/下载:41/0  |  提交时间:2022/07/14
Cyber-Resilient Multi-Energy Management for Complex Systems 期刊论文  OAI收割
IEEE TRANSACTIONS ON INDUSTRIAL INFORMATICS, 2022, 卷号: 18, 期号: 3, 页码: 2144-2159
作者:  
Zhao, Pengfei;  Cao, Zhidong;  Zeng, Dajun;  Gu, Chenghong;  Wang, Zhaoyu
  |  收藏  |  浏览/下载:32/0  |  提交时间:2022/01/27
A Cyber-Secured Operation for Water-Energy Nexus 期刊论文  OAI收割
IEEE TRANSACTIONS ON POWER SYSTEMS, 2021, 卷号: 36, 期号: 4, 页码: 3105-3117
作者:  
Zhao, Pengfei;  Gu, Chenghong;  Cao, Zhidong;  Xie, Da;  Teng, Fei
  |  收藏  |  浏览/下载:46/0  |  提交时间:2021/08/15
Robust control of two parallel-connected permanent magnet synchronous motors fed by a single inverter 期刊论文  OAI收割
IET POWER ELECTRONICS, 2016, 卷号: 9, 期号: 15, 页码: 2833-2845
作者:  
Deng, Zhenhua
  |  收藏  |  浏览/下载:37/0  |  提交时间:2018/07/30
HSPF模型在半干旱半湿润流域应用的几个关键问题研究—以滦河流域为例 学位论文  OAI收割
博士, 北京: 中国科学院研究生院, 2013
王慧亮
收藏  |  浏览/下载:164/0  |  提交时间:2014/08/22
Structure buckling load interval analysis of supercavitating projectile (EI CONFERENCE) 会议论文  OAI收割
2011 9th International Conference on Reliability, Maintainability and Safety: Safety First, Reliability Primary, ICRMS'2011, June 12, 2011 - June 15, 2011, Guiyang, China
作者:  
Zhou L.
收藏  |  浏览/下载:25/0  |  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.