181.  Alternative modeling on liquefaction affected pile response using EQWEAP analysis

張德文 ,  2008-10
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceedings of 3rd Taiwan-Japan Joint Workshop on Geotechnical Natural Hazards, pp.185-197
淡江大學土木工程學系 張德文 Alternative modeling on liquefaction affected pile response using EQWEAP analysis 基隆：海洋大學河海工程學系 2008-10 en Proceedings of 3rd Taiwan

182.  Studies on Surface Tension Influenced Critical Gap in Cantilever Microstructures

楊龍杰; Marimuthu, Suseendar ,  2015-07-15
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
Journal of Mechanics, 32(1), pp.19-24
; I (2b) L3 12 2.2 Stability Analysis of a Wet Micro Cantilever For the two kinds of forces mentioned in the previ- ous soction, one

183.  層間泥縫剪裂試驗模擬技術之開發

嚴中廷; Yen, Chung-Ting ,  2017
[Graduate Institute & Department of Civil Engineering] Thesis
. Evans B., and Wong(1985), T.-F., “Shear Localization in Rocks Induced byTectonic Deformation,” in Mechanics of Geomaterials: Rocks,Concrete, Soils, Part

184.  The Effects of An On-Blade Trailing-Edge-Flap on Rotor Dynamics in Hover

Wang, Yi-Ren; Chang, Yin-Shing ,  2011-12-01
[Graduate Institute & Department of Aerospace Engineering] Journal Article
Journal of Aeronautics, Astronautics and Aviation, Series A 43(4), pp.241-250
. A., “Large-Deformation Tests and Total-Lagrangian Finite-Element Analysis of Flexible Beams,” International Journal of Solids and Structures, Vol

185.  The influence of tensile strain on the pore size and flow capability of needle-punched nonwoven geotextiles

Wu, C.S.; Hong, Y.S. ,  2016-12-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Geosynthetics International 23(6), p.422-434
to compressive stresses to a fairly good ap- proximation. Using a method based on a probabilistic approach coupled with image analysis (named constric

186.  The influence of tensile strain on the pore size and flow capability of needle-punched nonwoven geotextiles

Wu, C.S.; Hong, Y.S. ,  2016-12
[Graduate Institute & Department of Civil Engineering] Journal Article
Geosynthetics International 23(6), p.422-434
of deformation when a needle fabric is subjected to a uniaxial extension. They also observed an increase of the ellipticity of pegs as induced

187.  降雨及地震影響下坡地受震位移之危害度分析 : 以荖濃溪流域六龜區為例

謝昶志; Heieh, Chang-Chih ,  2012
[Graduate Institute & Department of Water Resources and Environmental Engineering] Thesis
少，可見植生之效用。 Seismic-induced landslide is a common type of ground failure during an earthquake. Susceptibility evaluation of landslide displacement

188.  Dimensionless modulus of subgrade reaction for embedded mat foundation in soft clay under vertical load

Chang, D.W.; Lin, J.H.; Lin, Y.K.; Lu, F.C.; Kuo, C.J. ,  2023-08-14
[Graduate Institute & Department of Civil Engineering] Proceeding
Smart Geotechnics for Smart Societies, p.7
using 3D FEM analysis and the Mohr-Coulomb soil model. Besides the soil stiffness, the embedded depth and width of the raft, the depth of diaphragm

189.  Geometrical Stiffness of Thin-Walled I-Beam Element Based on Rigid-Beam Assemblage Concept

Yau, J. D.; Kuo, S.-R. ,  2012-03
[Graduate Institute & Department of Architecture] Journal Article
Journal of Mechanics 28(1), pp.97-106
. According to the post-buckling response analysis of a tapered I-beam subject to a central load, the induced moments generated by the mechanism

190.  Time-Domain Wave Equation Analyses of Single Piles Utilizing Transformed Radiation Damping

Chang, Der-Wen; Yeh, Shing-Hung ,  1999-04-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Soils and Foundations 39(2), pp.31-44
: endrainad shuar strength ef the soil, Es: Young'smodulus efthi soil, and P/Pu 1.0 I I I

191.  土釘加勁陡坡破壞機制及耐震行為

洪勇善 ,  2003-12
[Graduate Institute & Department of Civil Engineering] Journal Article
地工技術=Sino-Geotechnics 98，頁17-26
Practice － Part 1,” Ground Engineering, Navember, pp. 10-75. ELIAS, V. AND JURAN, I. (1998), “Soil Nailing

192.  環境載重下之輸電塔群動力分析

蔡佳宏; Tsai, Chia-hung ,  2005
[Graduate Institute & Department of Civil Engineering] Thesis
, pp.263-280 (1978). 34. Bathe, K. J., Ramm, E. and Wilson, E. L., “Finite Element Formulations for Large Deformation Dynamic Analysis,” International

193.  預載重剪力變形拱之動力及挫屈行為研究

曾一平; 黃炯憲 ,  2000
[Graduate Institute & Department of Civil Engineering] Research Paper
;Shear deformation effect;Arches;Dynamic analysis;Buckling 2000 行政院國家科學委員會 https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/6758

194.  Slope stability analysis by variational approach

吳朝賢; Wu, Cho-sen; Chen, H. W. ,  1993-11
[Graduate Institute & Department of Civil Engineering] Proceeding
International conference on soft soil engineering, Beijing, China, pp.601-606
淡江大學土木工程學系 吳朝賢 Wu, Cho-sen Chen, H. W. Slope stability analysis by variational approach 1993-11 en International conference on soft soil engineering

195.  Consolidation analysis of geotextile reinforced soil

吳朝賢; Wu, Cho-sen; Yu, J. L. ,  1989
[Graduate Institute & Department of Civil Engineering] Proceeding
7th national conference on Microcomputers in civil engineering
淡江大學土木工程學系 吳朝賢 Wu, Cho-sen Yu, J. L. Consolidation analysis of geotextile reinforced soil 1989 en 7th national conference on Microcomputers in civil

196.  A two-dimensional hyperbolic spring model for mat foundation in clays subjected to vertical load

Chang, Der-wen ,  2024-06-30
[Graduate Institute & Department of Civil Engineering] Journal Article
Geomechanics and Engineering 37(5),　527-538
three-dimensional finite element analysis were examined to determine the hyperbolic model parameters of the soil springs underneath the slab

197.  A framework to compare wind loads on low-rise buildings in tornadoes and atmospheric boundary layers

Kopp, Gregory A.; Wu, Chieh-Hsun ,  2020-09
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of Wind Engineering and Industrial Aerodynamics 204, 104269
¼ pa(x,t) þ ps(x,t) – pref, (1) where pa is the aerodynamically-induced surface pressure, ps is the static pressure on the ground

198.  人形機器人之穩定分析

劉昭華 ,  2009
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Research Paper
will be carried out in two years, in the first year elastic deformation is introduced only after the foot-to-ground contact is transformed into a point

199.  複合材料輕型飛機的適墜性分析

林亜昀; Lin, Ya-Yun ,  2015
[Graduate Institute & Department of Aerospace Engineering] Thesis
淡江大學航空太空工程學系碩士班 陳步偉; Chen, Pu-Woei 林亜昀 Lin, Ya-Yun 複合材料輕型飛機的適墜性分析 The crashworthiness analysis of composite light aircraft 適墜性;有限元素法;輕航機;複合材料

200.  Kinetics of Coal Liquefaction

Wen, C. Y.; Han, Kwong-wing ,  1975-01
[Graduate Institute & Department of Chemical and Materials Engineering] Journal Article
American Chemical Society, Division of Fuel Chemistry 20(1), pp.216-233
淡江大學化學工程與材料工程學系 Wen, C. Y. Han, Kwong-wing 韓光榮 Kinetics of Coal Liquefaction American Chemical Society 1975-01 en_US American Chemical Society

201.  不對稱結構震力分析 : 考慮土壤結構互制效應

陳峙樺; Chen, Szu-hua ,  2005
[Graduate Institute & Department of Civil Engineering] Thesis
淡江大學土木工程學系碩士班 雷英暉; Lei, Y. H. 陳峙樺 Chen, Szu-hua 不對稱結構震力分析 : 考慮土壤結構互制效應 Seismic analysis of asymmetric structures : considering soil & structure

202.  Developing a two-dimensional nonlinear vertical spring model for mat foundation in clays using hyperbolic function

Chang, D.W. and Chou, T.M. ,  2023-08-14
[Graduate Institute & Department of Civil Engineering] Proceeding
Smart Geotechnics for Smart Societies, p.5
element analysis. 2023-08-14 Smart Geotechnics for Smart Societies, p.5 The 17th Asian Regional Conference on Soil Mechanics and Geotechnical

203.  層間剪動下砂顆粒之粒徑級配演變研究

林庭鞍; Lin, Ting-An ,  2016
[Graduate Institute & Department of Civil Engineering] Thesis
roughness of the rock, in order to facilitate the calculation JRC. 108 diameter 0.88 mm using soil nails arranged in two iron sheet, and then placed

204.  The analysis of forming limit in re-penetration process of the hole-flanging of sheet metal

Li, Ching-Lun; Huang, You-Min; Tsai, Yi-Wei ,  2008-05
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Journal Article
Journal of Materials Processing Technology201(1-3), pp.256-260
淡江大學機械與機電工程學系 Li, Ching-Lun Huang, You-Min Tsai, Yi-Wei The analysis of forming limit in re-penetration process of the hole-flanging of sheet metal

205.  Optimal dynamic control for a maglev vehicle moving on multi-span guideway girders

Linya Liu; J.D. Yau; Jialiang Qin; S. Urushadze ,  2021-04-24
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of Mechanics 37, p.373–379
). Here, (i, h) denote elactric currint end air gap, respectively. For small uctuations of air gap and induced current around the desired Figure 2