151.  Effect of joint sets on the strength and deformation of rock mass models

楊長義; Yang, Z. Y.; Chen, J. M.; Huang, T. H. ,  1998-01-01
[Graduate Institute & Department of Civil Engineering] Journal Article
International Journal of rock mechanics and mining sciences 35(1) , pp.75-84
-orientation dependent. The tangential deformation modulus (Es0) at 50% of the peak strength for types A and B are plotted in Fig. 4 ' i ! I I

152.  霧社水庫集水區土壤沖蝕預測模式研究

楊凱翔; Yang, Kai-Hsiang ,  2017
[Graduate Institute & Department of Civil Engineering] Thesis
Erosion Flume test;Rainfall Erosion;Sensitivity analysis;Single Storm;soil erosion;WEPP;土壤沖蝕;土壤沖蝕渠槽試驗;特定年雨量分析;敏感度分析;單場降雨事件分析 本研究參考林韋成(2014)及楊尚霖(2016)對

153.  降雨對坡地型廢棄物掩埋場邊坡穩定性影響之可靠度分析

蔡岳霖; Tsai, Yueh-Lin ,  2011
[Graduate Institute & Department of Water Resources and Environmental Engineering] Thesis
. However, this deterministic approach not only does not consider the influence of randomness and uncertainties of soil properties, analysis model

154.  Application of Factor Analysis for Characterizing the Relationships between Groundwater Quality and Land Use in Taiwan’s Pingtung Plain

Liang, Ching-Ping; Wang, Chia-Hui; Wang, Sheng-Wei; Chang, Ta-Wei; Chen, Jui-Sheng ,  2020-12-18
[Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
Sustainability 12(24), 10608
between Groundwater Quality and Land Use in Taiwan’s Pingtung Plain groundwater quality;land use;unsaturated soil;factor analysis;factor score Although

155.  高鐵橋梁基礎和鄰近地表振動反應分析

張德文; 鄭世豪; 段永定; 梁尹齡 ,  2005-12
[Graduate Institute & Department of Civil Engineering] Proceeding, [Department of Construction] Proceeding
2005兩岸鐵道工程技術與營運管理學術研討會論文集，頁233-252
Foundation and Ground Induced by High-Speed-Rail Trains 臺北縣淡水鎮 : 淡江大學技術學院 高速列車;地表振動;波動方程分析;主動控制;high-speed-rail trains;ground vibration;wave equation

156.  Finite Element Analysis of Finite Deformation Problems for Bio-Polymer Materials

Chen, P.-J.; Chuang, B.-S.; Wang, C.-K. ,  2015-10-15
[Graduate Institute & Department of Civil Engineering] Proceeding
The Fourteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-14)
Department of Civil Engineering, Tamkang University Chen, P.-J. Chuang, B.-S. Wang, C.-K. Wang, C.-K. Finite Element Analysis of Finite Deformation

157.  A wind tunnel study of the aerodynamic characteristics of a scaled, aeroelastic, model tree

Hao, Yanfeng; Kopp, Gregory A.; Wu, Chieh-Hsun; Gillmeierc, Stefanie ,  2020-02
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of Wind Engineering and Industrial Aerodynamics 197, 104088
the prototype because the model is fixed to the ground and the damping does not include the contribution from the friction of the root-soil connection

158.  高速列車引致之橋墩基礎與地盤振動反應分析

鄭世豪; 梁尹齡; 張德文 ,  2005-09
[Graduate Institute & Department of Civil Engineering] Proceeding
2005第十一屆大地工程學術研討會暨國科會成果發表會論文集，9頁
. This study presents a simplified but effective analysis for the train-induced vibrations of a bridge-pier-foundation and the near-by ground. While

159.  An index to describe the earthquake effect on subsequent landslides in Central Taiwan

Yang,Z.Y.; A.R. Pourghasemi; A. Goli Jirandeh; C.Chen; Y.H. Lee ,  2015-05-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Arabian Journal of Geosciences 8(5), pp.3139-3147
of disaggregated rock and soil (Lin and Tung 2003(. Most of the landslides induced by the earthquake were small to medium in siae and typically shallow

160.  Improvement of soft soil by geosynthetic-encapsulated granular columns

吳朝賢; Wu, Cho-sen; Shen, C. Y ,  1997
[Graduate Institute & Department of Civil Engineering] Proceeding
3rd international conference on Ground improvement geosystems : Densification and reinforcement, London, U.K., pp.211-217
淡江大學土木工程學系 吳朝賢 Wu, Cho-sen Shen, C. Y Improvement of soft soil by geosynthetic-encapsulated granular columns 1997 en 3rd international conference

161.  Shaking table tests and stability analysis of steep nailed slopes

Hong Yung-shan; Chen, Rong-her; Wu, Cho-sen; Chen, Jian-ren ,  2005-10
[Graduate Institute & Department of Civil Engineering] Journal Article
Canadian Geotechnical Journal 42(5)，p.1264-1279
淡江大學土木工程學系 Hong, Yung-shan Chen, Rong-her Wu, Cho-sen Chen, Jian-ren Hong, Yung-shan Shaking table tests and stability analysis of steep nailed

162.  高性能預鑄型土釘拉出阻抗之初步研究

卓育賢; Cho, Yu-Hsien ,  2017
[Graduate Institute & Department of Civil Engineering] Thesis
), pp.500-520. 12.Elias, V. and Juran, I.(1991), “Soil nailing for stabilization of highway slopes and excavations,” Federal Highway Administration, FHWA

163.  The Effects of Wake Dynamics and Trailing Edge Flap on Wind Turbine Blade

Yi-Ren Wang; Chi Tang; Chien-Chih Chiu ,  2018-03
[Graduate Institute & Department of Aerospace Engineering] Journal Article
Journal of Applied Science and Engineering 21(1), p.105-115
and satisfies the Laplace's equation. By using the induced- flow theory, we can get the expression of induced ve- locity (i)as: (3) The coefficient functions

164.  Low energy orbital excitations in strained LaCoO3 films

Wang, Ru-Pan; Geessinck, Jaap; Elnaggar, Hebatalla; Tomiyasu, Keisuke; Okamoto, Jun; Liu, Boyang; Du, Chao-Hung; Huang, Di-Jing; Gertjan Koster; Groot, Frank M. F. de ,  2019-10-31
[Graduate Institute & Department of Physics] Journal Article
Phys. Rev. B 100(16), 165148
be identified using a polarization-dependent analysis. We show that the dichroism intensities are related to the ground-state symmetries and change

165.  Resonance of high-speed trains moving over a series of simple or continuous beams with non-ballasted tracks

Y.B. YANG; J.D. YAU ,  2017-07
[Graduate Institute & Department of Architecture] Journal Article
Engineering Structures 143, p.295–305
flexural stiffness against deformation. Obviously, the accumulated resonant response induced by a series of bridges on the vehicle may cause discomfort

166.  Evaluation of 3D Steel Moment Frames under Earthquake Excitations. I: Modeling

廖國偉 ,  2007-03-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of Structural Engineering 133(3), pp.462-471
- lapse is determined by the incremental dynamic analysis IDA Vamvatsikos and Cornell 2002 under uniform hazard ground motions. A 3-story building

167.  FD Analysis on Piled Raft Foundation Settlements under Vertical Loads

Chang, D.W.; Lien, H.W.; Hung, M.H. ,  2020-06
[Graduate Institute & Department of Civil Engineering] Journal Article
Geotechnical Engineering 51(2), p.159-165
that variations of soil resistance underneath the raft and the pile-soil-pile interactions are the keys to the applicability of such analysis. 2020-06

168.  Response of suspended beams due to moving loads and vertical seismic ground excitations

Yau, J.D.; Fryba, L. ,  2007-12
[Graduate Institute & Department of Architecture] Journal Article
Engineering Structures 29(12), pp.3255-3262
淡江大學建築學系 Yau, J.D. Fryba, L. Response of suspended beams due to moving loads and vertical seismic ground excitations Pergamon Suspension bridges

169.  Methanol- and ethanol-induced convex deformation and macrovoid formation of poly(methyl methacrylate)

Lin, C. B.; Chen, C. S.; Chen, Zhi-Hong; Su, Nan-Ching ,  2004-09
[Graduate Institute & Department of Aerospace Engineering] Journal Article
Journal of Applied Polymer Science 93(5), pp.2254-2261
淡江大學航空太空工程學系 Lin, C. B. Chen, C. S. Chen, Zhi-Hong Su, Nan-Ching Methanol- and ethanol-induced convex deformation and macrovoid formation of poly

170.  SPT液化機率及損害評估模式之建立與應用

黃富國 ,  2008-06
[Graduate Institute & Department of Civil Engineering] Journal Article
中國土木水利工程學刊=Journal of the Chinese Institute of Civil & Hydraulic Engineering 20(2)，頁155-174
Damages 臺北市：中國土木水利工程學會 土壤液化; 邏輯迴歸; 貝式映射; 蒙地卡羅模擬; Soil liquefaction; Logistic regression; Bayesian mapping; Monte-Carlo simulation 2008-06 zh_TW 中國土木水利工程學刊

171.  RC結構配置不規則剪力牆之非線性震力分析---考慮土壤結構互制效應

雷英暉; Lei, Y. H.; 洪英逸; Horng, I. Y.; 陳柏均; Chen, P. J. ,  2000-12-09
[Graduate Institute & Department of Civil Engineering] Proceeding
八十九年度中華民國力學學會年會暨第二十四屆全國力學會議論文集=24th National Conference on Applied and Theoretical Mechanics, 頁N.A.(CD)
淡江大學土木工程學系 雷英暉 Lei, Y. H. 洪英逸 Horng, I. Y. 陳柏均 Chen, P. J. RC結構配置不規則剪力牆之非線性震力分析---考慮土壤結構互制效應 Seismic Nonlinear Analysis of Asymmetric RC Buildings

172.  RC結構配置不規則剪力牆之非線性震力分析：考慮土壤結構互制效應

雷英暉; 洪英逸; 陳柏均 ,  2000-12
[Graduate Institute & Department of Civil Engineering] Proceeding
八十九年度中華民國力學學會年會暨第二十四屆全國力學會議論文集=24th National Conference on Applied and Theoretical Mechanics
淡江大學土木工程學系 雷英暉 洪英逸 陳柏均 Lei, Y. H. Horng, I. Y. Chen, P. J. RC結構配置不規則剪力牆之非線性震力分析：考慮土壤結構互制效應 Seismic Nonlinear Analysis of Asymmetric RC Buildings

173.  碎石級配對碎石皂土回填材回脹行為之影響

李明仁; Lee, Ming-jan ,  2007
[Graduate Institute & Department of Civil Engineering] Thesis
. and Chang, C. Y.（1970）, “Nonlinear Analysis of Stress and Strains in Soil”, Journal of Soil Mechanics and Foundations, ASCE, Vol. 96, SM5：1629-1653

174.  Comparison of 2-D and 3-D Models for Analysis of Surface Wave Tests

Roesset, J.M.; Chang, D.W.; Stokoe, K.H. ,  1991-05
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceedings of the Fifth International Conference on Soil Dynamics and Earthquake Engineering SDEE 91, pp. 111-126
淡江大學土木工程學系 Roesset, J.M. Chang, D.W. Stokoe, K.H. Comparison of 2-D and 3-D Models for Analysis of Surface Wave Tests Taylor & Francis Routledge

175.  Preliminary investigation of using transformed damping coefficients in time domain analysis

張德文; Chang, Der-wen ,  1995-05-24
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceeding of the 7th international conference on soil dynamics and earthquake engineering, pp.623-632
淡江大學土木工程學系 張德文 Chang, Der-wen Preliminary investigation of using transformed damping coefficients in time domain analysis 轉換阻尼係數應用於時域分析之初探