941.  Human intention estimation using time-varying fuzzy markov models for natural non-verbal human robot interface.

Liu, Peter; Yang, C.-E. ,  2012-10
[Graduate Institute & Department of Electrical Engineering] Proceeding
ICIRA'12 Proceedings of the 5th international conference on Intelligent Robotics
淡江大學電機工程學系 Liu, Peter Yang, C.-E. Human intention estimation using time-varying fuzzy markov models for natural non-verbal human robot interface

942.  Investigation and Estimation of Train Dwell Time for Timetable Planning

Jong, J. C.; Chang, E. F. ,  2011-05
[Graduate Institute & Department of Transportation Management] Proceeding
Proceedings of 9th World Congress on Railway Research (WCRR)
淡江大學運輸管理學系 Jong, J. C. Chang, E. F. Investigation and Estimation of Train Dwell Time for Timetable Planning 2011-05 en Proceedings of 9th World

943.  Time-domain wave equation analysis with rational soil stiffness and damping coefficients in modeling axial pile response

張德文; Chang, Der-wen; Ouyang, J. F. ,  1998
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceedings of the thirteenth Southeast Asian Geotechnical Conference, pp.777-781
淡江大學土木工程學系 張德文 Chang, Der-wen Ouyang, J. F. Time-domain wave equation analysis with rational soil stiffness and damping coefficients in modeling

944.  Preliminary investigation of using transformed damping coefficients in time domain analysis

張德文; Chang, Der-wen ,  1995-05-24
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceeding of the 7th international conference on soil dynamics and earthquake engineering, pp.623-632
淡江大學土木工程學系 張德文 Chang, Der-wen Preliminary investigation of using transformed damping coefficients in time domain analysis 轉換阻尼係數應用於時域分析之初探

945.  Public Service Motivation, Psychological Contract, and Emotional Labor: An Integrated Approach of Motivation Study

黃一峰 ,  2012-05
[Graduate Institute & Department of Public Administration] Proceeding
Public Management and Research Conference: Seeking excellence in a time of change CAAPA; The International Research Society for Public Management

946.  The supply chain model for a single-vendor single-buyer system with defective items and controllable lead time

Ouyang, Liang-yuh; Wu, Kun-shan; Ho, Chia-huei ,  2004-06-21
[Graduate Institute & Department of Business Administration] Proceeding, [Department of Management Sciences] Proceeding
2004年兩岸管理科學暨經營決策學術研討會論文集, pp.219-232
items and controllable lead time 臺北縣 : 淡江大學 supply chain model;defective items;lead time;crashing cost In this paper, we investigate the supply chain

947.  H∞ output tracking fuzzy control for nonlinear systems with time-varying delay

Liu, Peter; Chiang, Tung-Sheng ,  2012-05-01
[Graduate Institute & Department of Electrical Engineering] Journal Article
Applied Soft Computing 12(9), pp.2963-2972
淡江大學電機工程學系 Liu, Peter Chiang, Tung-Sheng Liu, Peter Chiang, Tung-Sheng H∞ output tracking fuzzy control for nonlinear systems with time-varying

948.  Convergence rate and the first exit time for U-statistics

Lin, Kuang-hsien ,  1981-01
[Graduate Institute & Department of International Business] Journal Article
Academia Sinica. Institute of Mathematics. Bulletin.=中央研究院數學集刊 9(1), pp.129-143
淡江大學國際企業學系 Lin, Kuang-hsien Convergence rate and the first exit time for U-statistics Taipei: Academia Sinica Institute of Mathematics 1981-01 en

949.  Cryptographic key assignment scheme for access control in a hierarchy

Chang, Chin Chen; Hwang, Ren-junn; Wu, Tzong-Chen ,  1992-05
[Graduate Institute & Department of Computer Science and Information Engineering] Journal Article
Information Systems 17(3), pp.243-247
of time. If a user resigned from his class ci and he premeditatedly eavesdrops on data transmissions, then he can also decrypt the data in class cj

950.  Geometrically nonlinear analysis of cable-stayed bridges subject to wind excitations

Lin, Yuh-yi; Lieu, Yen-lung ,  2003-07
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of the Chinese Institute of Engineers=中國工程學刊 26(4), pp.503-511
to generate real‐time wind loads based on target frequency spectra. Beam‐column elements and cable elements are used to model the cable‐stayed bridge. The P