淡江大學機構典藏:
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 64182/96956 (66%)
Visitors : 11234006      Online Users : 17074
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version

    Community Statistics


    Item counts issued in 3 years: 45(1.51%)
    Items With Fulltext: 1576(52.78%)

    Download counts of the item
    Download times greater than 0: 1570(99.62%)
    Download times greater than 10: 1568(99.49%)
    Total Bitstream Download Counts: 536691(2.33%)

    Last Update: 2025-06-03 14:08

    Top Upload

    Loading...

    Top Download

    Loading...

    RSS Feed RSS Feed

    Jump to: [Chinese Items]   [0-9]   [ A B C D E F G H I J K L M N O P Q R S T U V W X Y Z ]
    or enter the first few letters:   

    Showing items 951-975 of 2986. (120 Page(s) Totally)
    << < 34 35 36 37 38 39 40 41 42 43 > >>
    View [10|25|50] records per page

    DateTitleAuthors
    2013-12-01 Vibration Control in a 101-Storey Building Using a Tuned Mass Damper Tuan, Alexander Y.; Shang, G.Q.;
    1993-04 Vibration finite element analysis of bimodular laminates using a higher-order plate theory Tseng, Yi-ping; Bai, Kung-pyng;
    2020-10-25 Vibration reduction for interaction response of a maglev vehicle running on guideway girders Wang, Y. J.; Yau, J. D.;
    1997-09 Vortex Shedding from Fixed and Oscillating Rectangular Prisms in Shear Flows Lu, Po-chien; Cheng, Chi-ming;
    2007-09 VRML 互動建模與參數回饋機制應用於結構工程軟體之探討 鍾凱竹; 王人牧;
    2006 VRML互動建模與參數回饋機制應用於結構工程軟體之探討 鍾凱竹; Chung, Kai-chu
    2022-09-21 Wave Attenuation in a Pre-tensioned String with Periodic Spring Supports Yang, Y.-B.; Yau, J. D.;
    2020-09-29 Wave Attenuation of a PreTensioned Wire with Periodic Spring Supports Subjected to a Moving Force Yang, Y. B.; Yau, J. D.;
    2001-08 Wave equation analyses for seismic grouped pile response Chang, Der-wen; Lee, S. H.;
    2003-08 Wave equation analyses on seismic responses of grouped piles 張德文; Chang, Der-wen
    2008-10 Wave Equation Analyses on Vertical Responses of Interactive Capped Piles Chang, D. W.; Wen C. H.;
    2009-12 Wave Equation Analyses to Evaluate Pile Damage Subjected to Soil Liquefaction and Lateral Spreads 張德文
    2016-07-24 Web System for CFD Pedestrian Wind Simulation and Assessment Wang, Jenmu; Chang, Cheng-Hsin
    2005-09 Web-enabled design wind Load expert system for tall buildings 王人牧; Wang, Jen-mu;
    2014-06-18 Which drives abnormal returns, over- or under-reaction? Studies applying longitudinal analysis 劉一成; 葉怡成;
    2008-08 Win-Induced Pitching Interaction of a Structure and a Tuned Liquid Column Damper (TLCD) 吳重成; 廖珮;
    2000-06 Wind - Induced vibration control of long : Span bridges by multiple tuned mass dampers Lin, Y. Y.; Cheng, C. M.;
    2002-08 Wind Attack Angle Effect on High-Rise Building with Active Control Wu, Jong-Cheng; Cheng, Liang-Yi
    2007-07 Wind Characteristics of Typhoon and Monsoon Cheng, Chii-Ming; Wu, Jong-Cheng;
    2019-12 Wind effects on solar panel arrays mounted on flat roofs top of low-rise buildings Jwo-Hua Chen, Chin-Cheng Chou, Yuan-Lung Lo
    1994-03 Wind engineering activities in Taiwan 鄭啟明; Cheng, Chii-ming
    1998-07 Wind flow around building 張正興; Chang, Cheng-hsin
    1986 Wind induced motion of square cross-section building 鄭啟明
    2018-01-25 Wind Load Reduction Effect of Exterior Porous Skin on Facade Performance Yu, Ying-Chang; Lo, Yuan-Lung
    2019-09 Wind loading of the CAARC building during velocity profile transitions: Part 1 - Transient pressure coefficient distributions Mason, Matthew S.; Lo, Yuan-Lung

    Showing items 951-975 of 2986. (120 Page(s) Totally)
    << < 34 35 36 37 38 39 40 41 42 43 > >>
    View [10|25|50] records per page

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