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    Proceeding [486/1211]
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    Showing items 501-525 of 586. (24 Page(s) Totally)
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    DateTitleAuthors
    1995-12-01 Sliding mode control of seismically excited linear structures Yang, J. N.; Wu, Jong-cheng;
    1995-12-01 人工規則節理岩體單軸壓力強度之研究 楊長義; 黃燦輝
    1995-11 Hybrid Control of Seismic-Excited Bridge Structures Wu, Jong-cheng
    1995-09 等寬明渠匯流流場之數值模擬 吳豐帥; 許中杰
    1995-09 有限元素轉換矩陣法於層板之自由振動分析 曾一平; 丁介峰;
    1995-09 邊界層中三方柱體群縱向與橫向排列所受風力之交互作用 盧博堅; 鄭啟明;
    1995-07 Elastic moduli for fractured rock mass Huang, T. H.; Chang, C. S.;
    1995-06 方柱體於剪力流場中之流場特性研究 盧博堅; 鄭啟明;
    1995-06 紊流對二維矩柱分離剪力層發展之影響 盧博堅; 鄭啟明;
    1995-06 Terzaghi的承載力係數Nγ之計算 祝錫智
    1995-01 Development of performance prediction models for Illinois continuously reinforced concrete pavements Lee, Ying-haur; Darter, Michael I.
    1995-01 Bending analysis of bimodular laminates using a higher-order finite strip method 曾一平; Tseng, Yi-ping;
    1994-08-01 Control of Sliding-Isolated Buildings Using Dynamic Linearization Yang, J. N.; Li, Z.;
    1994-07-01 Recording and reuse of design strategies in an integrated case-based design system 王人牧; Wang, Jenmu;
    1994-06 高階板理論於積層板之有限元素法挫屈分析 曾一平; 丑倫彰
    1994-01 Loading and curling stress models for concrete pavement design Lee, Ying-haur; Darter, Michael I.
    1994 New predictive modeling techniques for pavements Lee, Ying-haur; Darter, Michael I.
    1993-10 A study of engineering properties of a clay modified by fly ash and slag Chu, Shi chih; Kao, Hsiang sheng
    1993-09 紊流強度與尺度及矩柱斷面對渦散的影響 盧博堅; 雷泰雄;
    1993-08 A refined finite strip method using higher-order plate theory Tseng, Y. -P.; Wang, W. J.
    1993-06-22 A Partial Hybrid Plate Element Formulation for Free Vibrations of Laminated Plates 曾一平; Tseng, Yi-ping;
    1993-06 部份應力模態於高階層板理論之變分原理 曾一平; 吳志強
    1993-06 部份應力模態有限元素法於層梁之靜力分析 曾一平; Tseng, Yi-ping
    1993-06 垂直荷重下的淺基礎承載力 祝錫智
    1993-05-03 Bending analysis of bimodular laminates using a higher-order plate theory with the finite element technique 曾一平; Tseng, Yi-ping;

    Showing items 501-525 of 586. (24 Page(s) Totally)
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