131.  Finite Difference Analysis of Vertically Loaded Raft Foundation Based on The Plate Theory with Boundary Concern

Der-Wen Chang; Hsin-Wei Lien; Tzuyu Wang ,  2018-09
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of GeoEngineering 13(3), P.135-147
to the analysis. If the Lysmer’s anilog model was adopted for the soil springs, much smaller foundation settlements woald be resulted at the corners since

132.  輸電塔群於不同幾何排列下之非線性震力分析

雷英暉 ,  2004
[Graduate Institute & Department of Civil Engineering] Research Paper
or the soil-structure interaction, especially for the cases where tower structures are built on the soft ground, would be expected to bring

133.  Kinetics of pentachlorophenol degradation in soil using heme and peroxide

Chen, Shyi-tien; Stevens, David K.; Kang, Guyoung; Hsu, Jia-chin; Wu, Shuo-jye ,  2009-04
[Graduate Institute & Department of Statistics] Journal Article
Journal of Environmental Engineering - ASCE 135(4), pp.279-284
淡江大學統計學系 Chen, Shyi-tien Stevens, David K. Kang, Guyoung Hsu, Jia-chin Wu, Shuo-jye Kinetics of pentachlorophenol degradation in soil using heme

134.  根量對根繫土壤剪力行為之影響

王盈瑋; Wang, Yin-wei ,  2010
[Graduate Institute & Department of Civil Engineering] Thesis
University, Germany, 2003. Operstein, V. and Frydman, S., “The influence of vegetation on soil strength,” Ground Improvement, Vol.4, No.2, 81-89, 2000

135.  Investigation on soil-viaduct-pile vibrations induced by high speed trains

姚忠達 ,  2002-09
[Department of Architecture and Building Technology] Proceeding
Wave 2002, Okayama University,Japan
淡江大學建築技術系 姚忠達 Investigation on soil-viaduct-pile vibrations induced by high speed trains 2002-09 Wave 2002, Okayama University,Japan http

136.  臺北盆地土壤液化潛能分析-考慮近地表非液化土層厚度

黃富國; 高哲豪; 王淑娟; 紀宗吉; 邱禎龍; 蘇泰維; 王聖宗 ,  2020-09
[Graduate Institute & Department of Water Resources and Environmental Engineering] Proceeding
第十八屆大地工程學術研討會
變成為「高液化損害可能性」地區，此重要變化之訊息非常值得關注，在土地開發利用及擬定液化防災策略時， 尤須加以注意! 關鍵字：臺北盆地、土壤液化、非液化土層厚度。 Analysis if Soil Loquefaction P - Considering the Thickness of O

137.  Dynamic Behavior of Taipei 101 Tower: Field Measurement and Numerical Analysis

Q. S. Li, M.ASCE; Zhi, Lun-Hai; Tuan, Alex Y.; Kao, Chin-Sheng; Su, Sheng-Chung; Wu, Chien-Fu ,  2011-01
[Graduate Institute & Department of Civil Engineering] Journal Article
Journal of Structural Engineering 137(1), pp.143–155
i i i i Natural Frequency The results of spectral analysis of the acceleration responses mea- sured from the accelerometers located

138.  Real-Time Acoustic Monitoring Test and Numerical Simulation of Ground Anchor Failure

Cheng, S.H.; Chang, D.W.; Lee, W. F. ,  2007-04
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceedings of the 3rd International Conference on Site Characterization, pp.671-677
on Ground Property Characterization by In-Situ Tests) of International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) Taiwan National

139.  The Role of Biochar in Regulating the Carbon, Phosphorus, and Nitrogen Cycles Exemplified by Soil Systems

Shu-Yuan Pan; Cheng-Di Dong; Jenn-Fang Su; Po-Yen Wang; Chiu-Wen Chen; Jo-Shu Chang; Hyunook Kim; Chin-Pao Huang; Chang-Mao Hung ,  2021-05-18
[Graduate Institute & Department of Chemical and Materials Engineering] Journal Article
Sustainability v.13 n.10, 5612
in Regulating the Carbon, Phosphorus, and Nitrogen Cycles Exemplified by Soil Systems MDPI AG biochar;carbon;nitrogen;phosphorus; adsorption;degradation

140.  Wave passage effects on the seismic response of a maglev vehicle moving on multi-span guideway

Yau, J. D. ,  2013-05-01
[Graduate Institute & Department of Architecture] Journal Article
Latin American Journal of Solids and Structures 10(5), pp.981–1000
earthquake-induced vibration [18], aerodynamic vibration [19,21], and dynamic interaction of vehicle-guideway system with soil-foundation [20

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