226.  Pressure-induced polymorphism in CuCl: An ab initio study

Hseuh, H-C.; Maclean, J. R.; Guo, G. Y.; Lee, M-H.; Clark, S. J.; Ackland, G. J.; Crain, J. ,  1995-06-15
[Graduate Institute & Department of Physics] Journal Article
Phys. Rev. B 51(18), pp.12216-12222
Hseuh, H-C. Maclean, J. R. Guo, G. Y. Lee, M-H. Clark, S. J. Ackland, G. J. Crain, J. Pressure-induced polymorphism in CuCl: An ab initio study

227.  鑽掘樁暨筏基於複合地盤之軸/側向及靜/動態行為研究,-聯合筏基與樁基礎在複合地盤的耐震變形行為研究

張德文 ,  2013-08
[Graduate Institute & Department of Civil Engineering] Research Paper
淡江大學土木工程學系 張德文 鑽掘樁暨筏基於複合地盤之軸/側向及靜/動態行為研究,-聯合筏基與樁基礎在複合地盤的耐震變形行為研究 Study on Seismic Deformation Behaviors of Combined Raft and Pile Foundations

228.  Vehicle/bridge interaction dynamics for high speed rail suspension bridges considering multiple support excitations

Yau, JD; Fryba, L. ,  2014-07-24
[Graduate Institute & Department of Architecture] Proceeding
11th World Congress on Computational Mechanics (WCCM2014)
the bridge response subjected to simultaneous actions of moving load and earthquake-induced support motions, the total response of the suspended beam under

229.  Vehicle/bridge interaction dynamics for high speed rail suspension bridges considering multiple support ex citations

Yau, J.D.; L. Fryba; S.R. Kuo ,  2014-07-21
[Graduate Institute & Department of Architecture] Proceeding
and earthquake-induced support motions, the total response of the suspended beam under ground motions can be decomposed into two parts: the pseudo

230.  Wing Stiffness on Light Flapping Micro Aerial Vehicles

Yang, Lung-Jieh; Kuo, A-Fu; Hsu, Cheng-Kuei ,  2012-03
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
Journal of Aircraft 49(2), p.423-431
coefficient CT = 2FT=U2S, average net thrust-force coefficient E = Young's modulus I = moment of inertia FL = lift force FT = net thrust

231.  虛功原理應用於土釘擋土牆之內穩定性分析

洪勇善; 陳榮河 ,  2001-08-30
[Graduate Institute & Department of Civil Engineering] Proceeding
第九屆大地工程學術研討會論文集=Proceedings of 9th Conference on Current Researches in Geotechnical Engineering，頁 A054-1-6
;土釘;穩定性分析;虛功;滑動面;Retaining Wall;Soil Nailing;Stability Analysis;Virtual Work;Sliding Surface 本文由能量觀點，提出一土釘擋土牆之內穩定分析方法；該方法假設土釘與土壤在極限狀態下遵循諧和流法則，並考慮土釘之塑性

232.  Finite Element Modeling of Mechanical Behavior Variation of Collagen Fibrils under Different Concentration of Saline Solutions

Chuang, B.-S.; Chen, P.-J.; Wang, C.-K. ,  2015-11-20
[Graduate Institute & Department of Civil Engineering] Proceeding
The 39th National Conference on Theoretical and Applied Mechanics
engineering, soil-structure interaction,  ij, j sbi sui subjected to nj ij  fis on the microelectromechanical systems, and microfluidic

233.  Load and Settlement of Pile-Raft Foundation at Post Consolidation from 3D FEM Analysis

Chang, Der-Wen; Lin, Wei-Chen; Liu, C.H.; Lu, Chih-Wei ,  2015-11-09
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceedings of The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
are presented in this paper. Modified Cam Clay (MCC) model was adopted to model the soil behaviors. Three dimensional FEM analysis based on MIDAS-GTS

234.  考慮邊坡穩定效應下之輸電塔震力分析

雷英暉; Lei, Y-H; 簡育琳; Ch ien, Y-L; 吳宗宜; Wu, T-I ,  2006-12
[Department of Construction] Proceeding
中華民國力學學會第三十屆年會暨全國力學會議論文集， 8頁
淡江大學營建系 雷英暉 Lei, Y-H 簡育琳 Ch ien, Y-L 吳宗宜 Wu, T-I 考慮邊坡穩定效應下之輸電塔震力分析 Seismic Analysis of Transmission Towers Considering Slope Stability 輸電塔;幾何非線性;邊坡穩

235.  螺線-直線組合之破壞面的砂土主動土壓力係數

祝錫智 ,  1992-12-11
[Graduate Institute & Department of Civil Engineering] Proceeding
中華民國力學學會第十六屆全國力學會議論文集(二)=Proceedings of the 16th National Conference on Theoretical and Applied Mechanics (II)，頁783-790
;擋土牆;砂土;楔形法;複合滑動面;基礎工程;土壤力學;Active Earth Pressure Coefficient;Retaining Wall;Sand;Wedge Method;Composite Failure Surface;Foundation Engineering;Soil

236.  螺線-直線組合之破壞面的砂土主動土壓力係 數

祝錫智 ,  1992-12
[Graduate Institute & Department of Civil Engineering] Proceeding
中華民國力學學會第十六屆全國力學會議論文集(二)=Proceedings of the 16th National Conference on Theoretical and Applied M=echanics (II)
Engineering;Soil Mechanics 本文利用土塊分析法分析擋土背後砂土 的主動土壓力係數,本法假設背後的土塊沿 由對數螺線及直線所組合的複合滑動面滑動, 並利用一扇形自由體進行力矩平衡之分析。本 文所得結果與其他較複雜方法相較時,以水平 地面及垂直背為例,其結果最接近

237.  不同人種及年齡對隅角開放型青光眼之視神經盤壓力影響探討

李世豪; Li, Shi-Hao ,  2015
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Thesis
Ophthalmology and Visual Science, Vol.53, pp.1188-94 (2012) 45. http://www.ansys.com/ 46. I. A. Sigal, et al. “IOP-induced lamina cribrosa deformation

238.  LQG control of lateral-torsional motion of Nanjing TV transmission tower

吳重成; Wu, Jong-cheng; Yang, Jann N. ,  2000-08-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Earthquake Engineering and Structural Dynamics 29(8), pp.1111-1130
i the height of the ith node/ and J is a constant depending on the surface roughness of the ground 0 [17]. The location

239.  Electric-field effects on H- photodetachment partial cross sections above 13.4 eV

Halka, M.; Harris, P. G.; Mohagheghi, A. H.; Reeder, R.A.; Tang, C. Y.; Bryant, H. C.; Donahue, J. B.; Quick, C. R. ,  1993-07
[Graduate Institute & Department of Physics] Journal Article
Physical Review A (Atomic, Molecular, and Optical Physics) 48(1), pp.419-426
of field-induced tunnuling by resonances lying just below the usseciated ZFT. PACS number(s): 32.40.Fb, 38.50.+w, 32.80.Cy, 32.80.Dz I

240.  The influence of uniaxial tensile strain on the pore size and filtration characteristics of geotextiles

Wu Cho-sen; Hong Yung-shan; Wang Ruei-hung ,  2008-06
[Graduate Institute & Department of Civil Engineering] Journal Article
Geotextiles and Geomembranes 26(3), p.250-262
as much as 10%. In i fiald trial uf a 5-m high geosynthetic-reinferced suil wall Won and Kom (2007) recorded a meximum deformation of 6.05

241.  In-plane transient responses of an arch with variable curvature using the dynamic stiffness method with numerical laplace transform

黃炯憲; Huang, Chiung-shiann; 曾一平; Tseng, Yi-ping; Lin, Chia-jung ,  1998-08
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of engineering mechanics 124(8), pp.862-871
› alint nodal force vector :or an ~ch With vanable curvatura sobjected to destrobated loading are explicetly formulated basud on i senes

242.  地下水位歷線與沉陷檢測資料之應用

陳致宏; Chen, Chih-hung ,  2005
[Graduate Institute & Department of Water Resources and Environmental Engineering] Thesis
. and Peck, R. B.,“Soil Mechanics in Engineering Practice.”2nd ed.,John Wiley & Sons,INC.,New York,pp.381,1967. 25.Todd, D. K.,“Ground Water Hydrology

243.  Application of Taguchi Method to the Optimal Parameters of Injection Molding for the Plastic Components of the Braille Display Cell

YEH, Fung-Huei; LI, Ching-Lun; CHEN, Bing-Ming ,  2014-10
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
Advanced Materials Research 1052, pp.495-502
Molding for the Plastic Components of the Braille Display Cell The paper studies the optimal parameters of injection molding to avoid the deformation

244.  Interpretation of sieve analysis data using the box-counting method for gravelly cobbles

楊長義; Yang, Zon-yee; Juo, Jian-liang ,  2001-12
[Graduate Institute & Department of Civil Engineering] Journal Article
Canadian geotechnical journal 38(6), pp.1201-1212
analysis, a saries of sieves (screens) with differ- ent-sizid openings are stacked with thi larger sizes over the smaller (see Fig. 2b). The soil

245.  Strain Analysis of Vapor Chamber Heat Spreaders

Hung, Yu-Hsun; Kang, Shung-Wen; Tsai, Wan-Chun ,  2010-04
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
Journal of Marine Science and Technology=海洋學刊 18(2), pp.277-283
to deformation. It is a popular way that pillars are set up to reduce deformation. This paper presents a three-dimensional finite element analysis

246.  Training a Vision-Based Autonomous Robot From Material Bending Analysis to Deformation Variables Predictions With an XR Approach

Hsiao, Chi-Fu; Lee, Ching-Han; Chen, Chun-Yen; Fang, Yu-Cyuan; Chang, Teng-Wen ,  2022-04-09
[Graduate Institute & Department of Architecture] Proceeding
Hsiao, Chi-Fu Lee, Ching-Han Chen, Chun-Yen Fang, Yu-Cyuan Chang, Teng-Wen Training a Vision-Based Autonomous Robot From Material Bending Analysis

247.  Modeling and investigating the mechanisms of groundwater level variation in the Jhuoshui River Basin of Central Taiwan

Tao Bai; Wen-Ping Tsai; Yen-Ming Chiang; Fi-John Chang; Wan-Yu Chang; Li-Chiu Chang; Kuang-Chih Chang ,  2019-07-27
[Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
Water 11(8)
. [15] exicuted the back-propagation (BP)coupled with a sensitivity analysis to determine that the most sensetive anthrapogenic factor, coal minung

248.  Distribution of earth leakage currents in railway systems with drain auto-transformers

蕭瑛東 ,  2001-04-01
[Graduate Institute & Department of Electrical Engineering] Journal Article
IEEE transaction on power delivery 16(2), pp.271-275
-transformers, turn-ratio of auto-transformers, and location of ground faults influence the leakage currents. These study cases demonstrate

249.  Isolation and Identification of a Novel Antioxidant with Antitumour Activity from Serratia ureilytica Using Squid Pen as Fermentation Substrate

Kuo, Yao-Haur; Liang, Tzu-Wen; Liu, Kao-Cheng; Hsu, Ya-Wen; ,Hsu, Hsiu-Ching; Wang, San-Lang ,  2017-10-23
[Graduate Institute & Department of Chemistry] Journal Article
Marine Biotechnology 13(3), pp.451-461
during fermentation due to the liquefaction of protein and chitin; this liquor contains peptides, amino acids, chitooligosaccharides, among

250.  群樁側向反應之波動方程分析

張德文; Chang, D. W.; 張一郎; Chang, I. L.; 蘇順帆; Su, S. F.; 王志煒 ,  2001-08
[Graduate Institute & Department of Civil Engineering] Proceeding
第九屆大地工程學術研討會論文集=Proceedings of 9th Conference on Current Researches in Geotechnical Engineering，頁A041-1~8
淡江大學土木工程學系 張德文 Chang, D. W. 張一郎 Chang, I. L. 蘇順帆 Su, S. F. 王志煒 群樁側向反應之波動方程分析 Application of Wave Equation Analysis on Laterally Loaded Group-Pile 群樁