張堂賢; Chang, Tang-hsien
,
1997-09 [運輸管理學系暨研究所] 期刊論文 Journal of the Chinese Institute of Engineers=中國工程學刊 20(5), pp.527-537 in bad weather conditions. Also, the ideal values of friction difference for high design speeds versus various radii are illustrated. How to implement
虞國興; 吳文雄
,
1996-07 [水資源及環境工程學系暨研究所] 會議論文 第八屆水利工程研討會論文集(上),頁235-244 indicated flow and annual average discharge versus the watershed area. The flow duration curve of the ungauged and the insufficient data area
虞國興; 吳文雄
,
1998-03 [水資源及環境工程學系暨研究所] 會議論文 農業水資源經營技術--八十六年度研究計畫成果發表討論會論文集=Studies on the Technology for Agricultural Water Resources Management,頁132-149 the ratio of the percentage of yearly flow equal to or greater than indicated flow and annual average discharge versus the watershed area. The flow
Elsberry, Russell L.; Tsai, Hsiao-Chung
,
2016-04-20 [水資源及環境工程學系暨研究所] 會議論文 AMS 32nd Conference on Hurricanes and Tropical Meteorology versus intensifiers. The capability of this objective prediction of the correct selection of the intensity cluster will evaluated relative
陳怡婷; Chen, I-Ting
,
2016 [英文學系暨研究所] 學位論文 Taiwanese EFL students’ writing complexity. The participants involved were required to complete two sets of timed writing tests: (1) 20 minutes versus 40
Mau, Lih-wen
,
2022-09-25 [高齡健康管理學研究所] 期刊論文 Transplantation and Cellular Therapy 28(12), p.852-858 for alloHCT compared with the NMDP methodology estimate (27% versus 36%); both approaches estimated that 43% to 44% of patients with a potential need
Zhang, C. J.; Hu, P.; 李明憲; Lee, M. H.
,
1999-07-20 [物理學系暨研究所] 期刊論文 Surface Science 432(3), pp.305-315 in S-covered Rh(111), is calculated as DE=E [Rh(111)-p(2×2)-S]+E [Rh(111)- total total
p(2×2)-CO]-E [Rh(111)-p
Wen, Chi-Chung; Lin, Chien-Tai
,
2011-09 [應用數學與數據科學學系] 期刊論文 Biometrics 67(3), p.760–769 -dimensional. The maximizer, de-
notad by (θn , Λn ), of Ln (θ, Λ) in (2) subject to θ belonging
toacompactsetinRd and Λ to the eforamentioned famuly of
step
Hong, Yung-shan; Wu, Cho-sen; Chang, Cheng-hsin
,
2017-09-04 [土木工程學系暨研究所] 期刊論文 Geotextiles and Geomembranes, 45(5), 391-405. for a site
of very soft clays having low undrained shear strength (Raithel
et al., 2002, 2005; de Mello et al., 2008; Araujo et al., 2009;
Almeida