141.  使用Basket-Based和Item-Based機率模型推薦關鍵字

吳兆民; Wu, Jhao-Min ,  2012
[Graduate Institute & Department of Computer Science and Information Engineering] Thesis
淡江大學資訊工程學系碩士班 郭經華 吳兆民 Wu, Jhao-Min 使用Basket-Based和Item-Based機率模型推薦關鍵字 Query recommendation using basket-based and item-based probabilistic model 關鍵字

142.  AMiBA: Cluster Sunyaev-Zel'dovich Effect Observations with the Expanded 13-Element Array

Kai-Yang Lin; Hiroaki Nishioka; Fu-Cheng Wang; Chih-Wei Locutus Huang; Yu-Wei Liao; Jiun-Huei Proty Wu; Patrick M. Koch; Keiichi Umetsu; Ming-Tang Chen; Shun-Hsiang Chan; Shu-Hao Chang; Wen-Hsuan Lucky Chang; Tai-An Cheng; Hoang Ngoc Duy; Szu-Yuan Fu; Chih-Chiang Han; Solomon Ho; Ming-Feng Ho; Paul T.P. Ho; Yau-De Huang; Homin Jiang; Derek Y. Kubo; Chao-Te Li; Yu-Chiung Lin; Guo-Chin Liu; Pierre Martin-Cocher; Sandor M. Molnar; Emmanuel Nunez; Peter Oshiro; Shang-Ping Pai; Philippe Raffin; Anthony Ridenour; Chia-You Shih; Sara Stoebner; Giap-Siong Teo; Jia-Long Johnny Yeh; Joshua Williams; Mark Birkinshaw ,  2016-08
[Graduate Institute & Department of Physics] Journal Article
The Astrophysical Journal 830(2), 91(21 pages)
the deformation-induced phase error with a Gaussian random distribution and an rms error of σ. The coherence efficiency is, thus, h =exp(-s2

143.  A Time-Domain Viscous Damping Model Based on Frequency-Dependent Damping Ratios

Chang, D. W.; Roesset, J. M.; Wen, C. H. ,  2000-12
[Graduate Institute & Department of Civil Engineering] Journal Article
Soil Dynamics and Earthquake Engineering 19(8), pp.551-558
, with different soil stiffness, to wave equation analysis considering the pile interaction effects. Fig. 5 shows the discrete data of the transformed dampings

144.  應用有限元素頻域分析探討多孔樑與多孔結構耦合之脈衝響應

林益誠; Lin, Yi-Cheng ,  2012
[Graduate Institute & Department of Mechanical and Electro-Mechanical Engineering] Thesis
Models for Soil Behaviour and Applications to Problems of Soil Liquefaction”, Proceedings of the Sixth International Conference on Numerical Methods

145.  Filtration behaviour of soil-nonwoven geotextile combinations subjected to various loads

吳朝賢; Wu, Cho-sen; 洪勇善; 何俊宏 ,  2008-09-07
[Graduate Institute & Department of Civil Engineering] Proceeding
The Fourth European Geosynthetics Conference, Edinburgh, Scotland, paper no.69, Geotextiles and Geomembranes 29(2),　p.102-115
interaction at the soil-geotextile interface. All of these load-induced changes to a geotextile may affect the filtration behaviour of the soil-geotextile

146.  Length Influences on Lateral Performance of Barrette from Three-Dimensional Finite Element Analysis

Chang, Der-Wen; Huang, Da-Wei; Lin, Yung Kuang; Lu, Fang-Chih; Kuo, Chin-Jung; Zhussupbekov, Askar ,  2021-11
[Graduate Institute & Department of Civil Engineering] Journal Article
Applied Science and Engineering 25(4), p.577-591
FLAC3D analysis can be found in [18]. Nonlinear behaviors of the cuncrete bar- rette were monitored using Mohr-Coulomb soil modal. Et was reperted

147.  Rankine's analysis of active and passive pressures in dry sands

祝錫智; Chu, Shi-chih ,  1991-12-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Soils and foundations 31(4), pp.115-120
淡江大學土木工程學系 祝錫智 Chu, Shi-chih Rankine's analysis of active and passive pressures in dry sands 乾砂的Rankine主動及被動土壓力分析 Japanese Society of Soil Mechanics

148.  Effects of wet ball milling on lead stabilization and particle size variation in municipal solid waste incinerator fly ash

Li, Ming-Guo; Sun, Chang-Jung; Gau, Sue-Huai; Chuang, Chia-Jung ,  2010-02
[Graduate Institute & Department of Water Resources and Environmental Engineering] Journal Article
Journal of Hazardous Materials 174(1–3), pp.586–591
for the analysis of many other heavy metals that may be present in hazardous wastes including MSWI ash [5–7]. This method has beun used in many studies

149.  Investigation on Aerodynamic Damping of High-rise Buildings under Interference Effects

Lo, Yuan-Lung; Kim, Yong Chul ,  2015-10-22
[Graduate Institute & Department of Civil Engineering] Proceeding
) Chang 1130-1150 144 Finite Element Analysis of Finite Deformation Problems for Bio-Polymer Materials Bo-Sen Chuang

150.  Towards Simple Implicit Preconditioning Riemann Solvers for the Simulation of the Low Mach number Flows

Niu, Yang-Yao; Yang, Ming Jung ,  2015-10-22
[Graduate Institute & Department of Aerospace Engineering] Proceeding
1st Association of Computational Mechanics Taiwan (ACMT) Conference
, Chih-Yung Huang, Jen-Yuan (James) Chang 1130-1150 144 Finite Element Analysis of Finite Deformation Problems for Bio-Polymer

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