| 中原大學 |
2014-08-14 |
FlexRay靜態區段之靜態時槽與使用率理論分析
|
簡偉任; Wei-Jen Chien |
| 中原大學 |
2013-07-26 |
FlexRay靜態區資料排程改善法
|
吳政彥; Jheng-Yan Wu |
| 國立臺灣科技大學 |
2006 |
FlexSched*: A parameterized data schedule generator for multi-channel broadcast systems
|
Hung J.-J.; Seifert A. |
| 臺大學術典藏 |
1993 |
Flextural strength and surface grinding properties of alumina
|
Koo, Chun-Hao; Wei, Wen-Cheng; 顧鈞豪; 韋文誠; Chyr, B. C.; Wei, Wen-Cheng; Koo, Chun-Hao; Chyr, B. C. |
| 國立臺灣大學 |
1993 |
Flextural strength and surface grinding properties of alumina
|
韋文誠; Chyr, B. C.; 顧鈞豪; Wei, Wen-Cheng; Chyr, B. C.; Koo, Chun-Hao |
| 國立臺灣科技大學 |
2008 |
Flexural analysis and design methods for SRC beam sections with complete composite action
|
Chen, C.-C.;Cheng, C.-L. |
| 國立中山大學 |
2004 |
Flexural and Peel Properties of High Performance Magnesium/Carbon-Fiber/PEEK Laminated Composites
|
M.C. Kuo;J.C. Huang |
| 朝陽科技大學 |
2010 |
Flexural behavior and size effect of full scale reinforced lightweight concrete beam
|
干裕成; Chung-HaoWu; Yu-Cheng Kan; Chung-Ho Huang; Tsong Yen; Li-Huai Chen |
| 朝陽科技大學 |
2011 |
FLEXURAL BEHAVIOR IN REINFORCED LIGHTWEIGHT CONCRETE BEAM WITHOUT WEB REINFORCEMENT
|
干裕成; Chung-HaoWu;Chung-HoHuang;Yu-ChengKan;TsongYen |
| 國立成功大學 |
2023 |
Flexural behavior of artificial lightweight aggregate concrete reinforced by carpet waste fiber
|
Hidayat, B.A.;Hu, Hu H.-T.;Hsiao, F.-P.;Han, A.L.;Haryanto, Y.;Nugroho, L. |
| 臺北醫學大學 |
2001 |
Flexural behavior of post cured composites at oral-simulating temperatures.
|
潘力誠; Ho; C.T.; Vijayaraghavan T.V.; Lee; S.Y.; Tasi; A.; Huang; H.M.; Pan; L.C. |
| 臺北醫學大學 |
2001 |
Flexural behavior of post-cured composites at oral-simulating temperatures
|
李勝揚; Ho C-T; Vijayaraghavan TV; Lee S-Y; Tsai A; Huang H-M; Pan L-C |
| 臺北醫學大學 |
2001 |
Flexural behavior of postcured composites at oral-simulating temperatures
|
黃豪銘; Ho; C.T.; Vijayaraghavan T.V.; Lee; S.Y.; Tasi; A.; Huang; H.M. |
| 國立臺灣大學 |
2003-02 |
Flexural Behavior of Reinforced Reactive Powder Concrete Beams
|
Chan, Y.W.; Chen, K.X.; Cheng, R.B. |
| 國立成功大學 |
2023 |
Flexural capacity of negative moment region NSM-CFRP strengthened RC T-beam under high loading rate: An analytical prediction
|
Nugroho, L.;Haryanto, Y.;Hu, Hu H.-T.;Hsiao, F.-P.;Han, A.L.;Widyaningrum, A.;Prasetijo, H. |
| 國立中山大學 |
2002-11 |
Flexural Damage Index Analysis for the Bridge Type Wharf Structural System
|
H.H. Lee;P.Y. Chang;T.H. Yu;Y.F. Chung |
| 國立中山大學 |
2000 |
Flexural Failure Mechanisms in Injection-Moulded Carbon Fibre/PEEK Composites
|
C.C. Jeng;M. Chen |
| 國立中山大學 |
1998 |
Flexural Failure of Unidirectional Carbon/Epoxy Composites: Effects of Interleaving and Flexural Rate
|
W.H. Lu;P.W. Kao;A.C. Su |
| 國立成功大學 |
2021-07 |
FLEXURAL LOAD AND DEFLECTION BEHAVIOR OF STRUCTURAL BAMBOO FILLED WITH CEMENT MORTAR
|
Sudibyo;Heri, Gathot;Hermanto;Setyo, Nor Intang;Hu;Hsuan-Teh;Haryanto;Yanuar;Nugroho;Laurencius;Mulyono;Bagyo |
| 國立高雄應用科技大學 |
2013 |
Flexural performance of bolted built-up columns constructed of H-SA700 steel
|
Lin, Xuchuan; Okazaki, Taichiro; Chung, Yu-Lin; Nakashima, Masayoshi |
| 臺大學術典藏 |
2020-02-19T07:21:31Z |
Flexural performance of built-up beams made with plantation wood
|
Chien T.-P.;Yang T.-H.;Chang F.-C.; Chien T.-P.; Yang T.-H.; Chang F.-C.; FENG-CHENG CHANG |
| 臺大學術典藏 |
2019-09-09T00:54:25Z |
Flexural performance of built-up beams made with plantation wood
|
Yang, Te Hsin;FENG-CHENG CHANG;Chien, Tsai Po; Yang, Te Hsin; FENG-CHENG CHANG; Chien, Tsai Po; Yang, Te Hsin; FENG-CHENG CHANG; Chien, Tsai Po; FENG-CHENG CHANG |
| 臺大學術典藏 |
2021-06-22T02:01:02Z |
Flexural performance of built-up beams made with plantation wood
|
Chien, T.-P.;Yang, T.-H.;Chang, F.-C.; Chien, T.-P.; Yang, T.-H.; Chang, F.-C.; FENG-CHENG CHANG |
| 國立成功大學 |
2024-10 |
Flexural performance of the negative moment region in bonded steel-wire-rope-strengthened reinforced concrete T-beams at different prestressing levels
|
Haryanto;Yanuar;Sudibyo;Heri, Gathot;Nugroho;Laurencius;Hu;Hsuan-Teh;Han;Lie, Ay;Hsiao;Fu-Pei;Widyaningrum;Arnie;Susetyo;Yudi |
| 國立高雄第一科技大學 |
2004.12 |
Flexural repair of hollow rectangular bridge columns failed due to earthquake-type loading
|
C.-T.Cheng;Y.-K.Yeh;Y.-L.Mo |
