221.  以主動控制系統調降列車行經高架橋所引致地表振動之研究

陳俊光; Chen, Chun-kuang ,  2009
[土木工程學系暨研究所] 學位論文
, simulate a system of superstrcture, pier, and foundation(together with the surrounding soil). The dynamic high-speed-rail induced load has been

222.  Application of Finite Element Package in the Platform Development for Fluid-Structure Interaction Analysis

Tsai, Chang-Min; Teng, Chia-I; Wang, Chien-Kai ,  2016-07-24
[土木工程學系暨研究所] 會議論文
The 12th World Congress on Computational Mechanics & The 6th Asia-Pacific Congress on Computational Mechanics
Tsai, Chang-Min Teng, Chia-I Wang, Chien-Kai Application of Finite Element Package in the Platform Development for Fluid-Structure Interaction

223.  Prediction of Crosswind-Induced Derailment of Train–Rail–Bridge System by Vector Mechanics

Wang, Su-Mei; Yau, Jong-Dar; Duan, Yuan-Feng; Ni, Yi-Qing; Wan, Hua-Ping; Wu, Si Kai; Ting, Edward C. ,  2020-12
[土木工程學系暨研究所] 期刊論文
ASCE Journal of Engineering Mechanics 146(12), 04020132
to the wind-induced, large-amplitude vibrations on the flexible bridge deck (Guo et al. 2015; Zhang et al. 2016). To carry out a derailment analysis

224.  土壤液化地基修復補強成效之評估研究

黃富國 ,  2001
[營建系] 研究報告
to soil liquefaction are classified and associated failure mechanisms 三類則為地盤振動引致之上部結構振動損 are analyzed. Then, the foundation retrofit 害。在過去之震害歷史中，很難找到像此

225.  Potential application of rhizobacteria isolated from the Central Highland of Vietnam as an effective biocontrol agent of robusta coffee nematodes and as a bio-fertilizer

DN, Nguyen; SL, Wang; AD, Nguyen; MD, Doan; DM, Tran; TH, Nguyen; VA, Ngo; CT, Doan; TN, Tran; VC, Do; VB, Nguyen ,  2021-09-20
[化學學系暨研究所] 期刊論文
Agronomy 11(9), 1887 (19 pages)
coffee trees and ground. One gram of soil sample was mixed with 99 mL sterile water in a plastic centrifuge tube and shaken at 200 rpm for 12 h

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
[物理學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 研究報告
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
[建築學系暨研究所] 會議論文
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
[建築學系暨研究所] 會議論文
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
[機械與機電工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 會議論文
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
[營建系] 會議論文
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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 會議論文
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
[機械與機電工程學系暨研究所] 學位論文
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
[土木工程學系暨研究所] 期刊論文
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
[物理學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 期刊論文
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
[水資源及環境工程學系暨研究所] 學位論文
. 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
[機械與機電工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 期刊論文
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
[機械與機電工程學系暨研究所] 期刊論文
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