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    Showing items 2801-2825 of 2974. (119 Page(s) Totally)
    << < 108 109 110 111 112 113 114 115 116 117 > >>
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    DateTitleAuthors
    1991-10 Free Vibration Analysis of Laminated Plates Using A Partial Hybrid Plate Element Tseng, Yi-Ping; Chou, Lun-Chang;
    1991-10 高階積層板之有限帶素法分析 曾一平; 王偉哲
    1991-07 煤焦油瀝青應用於路面底層之可行性 倪至寬; 楊裕成
    1991-07 鋪面材料勁度對撓度法之影響評估 張德文
    1991-06 修正C3高階層樑理論自由振動分析之理論解 曾一平; 王偉哲
    1991-06 亂流強度與尺度對二維方柱尾流渦散發展之影響 盧博堅; 鄭啟明;
    1991-06 均勻亂流場中二維矩柱尾流特性研究 盧博堅; 鄭啟明;
    1991-05-20 Partial hybrid stress element for higher-order laminated plates theory 曾一平; Tseng, Yi-ping
    1991-05 Comparison of 2-D and 3-D Models for Analysis of Surface Wave Tests Roesset, J.M.; Chang, D.W.;
    1991-05 Partial Hybrid Stress Element for Mindlin Laminated Plates Theory Tseng, Yi-ping; Wu, Tzu-chiang
    1991-04 複合積層板之部分應力有限帶素法分析 曾一平; 王偉哲
    1991-04 部分應力高階層樑元素之自由振動分析 曾一平; 王偉哲;
    1991-03 二維方柱在均勻紊流場中所受之擾動性風力研究 鄭啟明; 李文宏;
    1991-01-01 Partial hybrid stress method applied to the higher-order laminated plates theory 曾一平; Tseng, Yi-ping;
    1991-01 Integrated case-based reasoning for structural design 王人牧; Wang, Jen-mu
    1991-01 Nonlinear effects on dynamic response of pavements using the non-destructive testing technique 張德文; Chang, Der-wen
    1991-01 A design-dependent approach to integrated structural design 王人牧
    1991-01 Generation of artificial joints and their mechanical properties 楊長義
    1991-01 Stress-strain behavior of three dimensional jointed rock masses 楊長義
    1991-01 Study on the behavior of bolted underground opening byusing trap-door technique 楊長義
    1991-01 人工節理面之模擬及應用 楊長義
    1991 修正 C′高階層板理論結合部份應力模態之有限元素法分析 曾一平
    1991 Free vibration of bimodulus laminated plates using higher-order plate element 曾一平
    1991 Partial hybrid stress method applied to the higher-order liminated plates theory 曾一平
    1991 The finite element analysis of bimodulus plates based on higher-order plate theory 曾一平

    Showing items 2801-2825 of 2974. (119 Page(s) Totally)
    << < 108 109 110 111 112 113 114 115 116 117 > >>
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