淡江大學機構典藏:搜寻结果
English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 64185/96959 (66%)
造访人次 : 11845210      在线人数 : 21970
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻

    类别浏览

    正在载入社群分类, 请稍候....

    作者浏览

    正在载入作者分类, 请稍候...

    年代浏览

    正在载入年代分类, 请稍候....

    结果 941-950 / 16823.

    上一页86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 下一页    每页显示[10|25|50]项目
    [ 只搜寻有全文项目| 搜寻所有项目]     排序字段 順序

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

    Liu, Peter; Yang, C.-E.2012-10
    [電機工程學系暨研究所] 會議論文
    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

    942Investigation and Estimation of Train Dwell Time for Timetable Planning

    Jong, J. C.; Chang, E. F.2011-05
    [運輸管理學系暨研究所] 會議論文
    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

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

    張德文; Chang, Der-wen; 1998
    [土木工程學系暨研究所] 會議論文
    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

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

    張德文; Chang, Der-wen1995-05-24
    [土木工程學系暨研究所] 會議論文
    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

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

    黃一峰2012-05
    [公共行政學系暨研究所] 會議論文
    Public Management and Research Conference: Seeking excellence in a time of change CAAPA; The International Research Society for Public Management

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

    Ouyang, Liang-yuh; Wu, Kun-shan; 2004-06-21
    [企業管理學系暨研究所] 會議論文, [管理科學學系暨研究所] 會議論文
    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

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

    Liu, Peter; Chiang, Tung-Sheng2012-05-01
    [電機工程學系暨研究所] 期刊論文
    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

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

    Lin, Kuang-hsien1981-01
    [國際企業學系暨研究所] 期刊論文
    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

    949Cryptographic key assignment scheme for access control in a hierarchy

    Chang, Chin Chen; Hwang, Ren-junn; 1992-05
    [資訊工程學系暨研究所] 期刊論文
    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

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

    Lin, Yuh-yi; Lieu, Yen-lung2003-07
    [土木工程學系暨研究所] 期刊論文
    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


    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回馈