3041.  Mechanics of Optimal Structural Design for Extreme Loads to Peak System Responses

Cheng, Wei-Jen; Zhao, Youjun; Hou, Kai-Shan; Lo, Yuan-Lung; Wang, Chien-Kai ,  2015-11-02
[Graduate Institute & Department of Civil Engineering] Proceeding
2015 Symposium on Progress in Wind Engineering and Structural Dynamics
corresponding to the structiral (c) minimum and (d) maximum responses under thi extremu load distributions. Figure 3: Load distributions to tho peak

3042.  利用環境敏感性嵌段共聚物與幾丁聚醣自組裝形成奈米藥物釋放載體

林莉婕; Lin, Li-Jie ,  2015
[Graduate Institute & Department of Chemical and Materials Engineering] Thesis
北縣新店市: 藝軒出版, 2007. [2] Song C, Griffin R, Park H. Influence of Tumor pH on Therapeutic Response. In: Teicher B, editor. : Humana Press; 2006, p. 21-42

3043.  UAV mathematical model building and design of a characteristics measurement system for motors

王議平; Wang, Yi-Ping ,  2016
[Graduate Institute & Department of Electrical Engineering] Thesis
-dimensional space to simulate the quadcopter’s flight path and flight attitude. 2016 [1] S. F. Ahmed, K. Kushsairy, M. I. A. Bakar, D. Hazry and M. K

3044.  以數值模擬結合類神經網路探討減洪設施之影響

古濙瑜; Ku, Ying-Yu ,  2016
[Graduate Institute & Department of Water Resources and Environmental Engineering] Thesis
for efficient two-dimensional flood inundation modelling. Journal of Hydrology 387(1-2):33-45. 2. Chang, L. C., Shen, H. Y., Wang, Y. F., Huang, J. Y., & Lin

3045.  敏捷開發與新產品開發績效之關聯性研究

謝佳真; Hsieh, Chia-Chen ,  2017
[Graduate Institute & Department of Business Administration] Thesis
.,&Torres,C.,1994)。 英文文獻： 1.Agile Alliance.(2002)https://www.agilealliance.org/ 2.Agile Alliance.(2016).Version One State of Agile Survey.https

3046.  以CFD模擬二維斷面橋體氣動力特性研究

吳唐綺; Wu, Tang-Chi ,  2017
[Graduate Institute & Department of Civil Engineering] Thesis
、計算域配置以及邊界條件設定，再以ANASYS開發的計算流體力學套裝軟體FLUENT 15.0進行分析，最後將數值分析的結果與風洞試驗之風力係數比較，並討論不同設置條件以及不同網格繪製下的精準度，並針對其誤差做探討，進一步得到更適合橋樑斷面模擬的條件。 本研究內容針對矩形斷面B/D=5、B/D

3047.  On the daulity operator of a convex cone

Tam, Bit-shun ,  1985-01
[Department of Applied Mathematics and Data Science] Journal Article
Linear Algebra and Its Applications 64, pp.33-56
~_ K, if dK(F) = M then F = K. (c) For any G ~_ K *, 3/~(G)= K iff G = M. (d) Thi followong are equivelent statev,ents: (i) L is an e~osed face

3048.  A Cross-linguistic Study of CWHs in Chinese and Japanese

HSU, PEI-LING ,  2015-08-28
[Graduate Institute & Department of Japanese] Proceeding
wh] [… e…e…] (12) c. [PPP wh] & [NP 項 wh] [… e…e…] (16a) b. [NP 項 wh] & [PPP wh] [… e…e…] (16b) d. [PPP

3049.  側向群樁行為之波動方程分析

張德文 ,  2000
[Graduate Institute & Department of Civil Engineering] Research Paper
1E-3 0E+0 (c) Harmonic Load 3 4 5 3 4 5 3 4 5 S/ d S/ d S/ d 圖5群樁配置3´3之理論設

3050.  Transform-Domain Adaptive Constrained Normalized-LMS Filtering Scheme for Time Delay Estimation

Huang, Chi-hui; Lin, Shyh-neng; 陳巽璋; Chern, Shiunn-jang; Jian, Jiun-je ,  2006-08
[Graduate Institute & Department of Electrical Engineering] Journal Article
IEICE Transactions on Fundamentals of Electronics, Communications and Computer Sciences E89-A(8), pp.2230-2234
of true time delay, D, from x(n)andy(n). To reduce the algorithms for time delay estimation (TDE) is highly dependent on the effect due