121.  Modeling and interpretation for ground anchor failure signals under pullout loads

Cheng, S.H.; Chang, D.W.; Lee, W.F. ,  2009
[Graduate Institute & Department of Civil Engineering] Proceeding
Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, pp.2092-2095
淡江大學土木工程學系 Cheng, S.H. Chang, D.W. Lee, W.F. Modeling and interpretation for ground anchor failure signals under pullout loads 2009 en Proceedings

122.  大地與結構監測資料之分析模擬及其在設計規範之應用---子計畫：場址條件與反應譜特性關係之研究(II)

黃富國 ,  2008
[Graduate Institute & Department of Water Resources and Environmental Engineering] Research Paper
for the evaluation of soil liquefaction damage is performed to demonstrate that the method to determine the site-specific ground motion of soft sites

123.  外包與層狀加勁砂柱力學行為之比較研究

林致瑋; Lin, Chih-Wei ,  2013
[Graduate Institute & Department of Civil Engineering] Thesis
. 20. Krishnaswamy, N.R. and Isaac, N.T., (1995), “Liquefaction Analysis of Saturated Reinforced Granular Soils,” Journal of Geotechnical Engineering

124.  黏土中外包加勁懸浮砂柱承載行為之數值模擬

李晏如; Lee, Yen-Ju ,  2017
[Graduate Institute & Department of Civil Engineering] Thesis
. Miura, S. and Toki, S. (1982), “A simple preparation method and its effect on static and cyclic deformation-strength properties of sand”, Soil

125.  不對稱結構震力分析：考慮土壤結構互制效應

雷英暉; 陳峙樺; 吳宗宜; 簡育琳 ,  2005-12
[Graduate Institute & Department of Civil Engineering] Proceeding
中華民國力學學會第二十九屆全國力學會議論文集，8頁
淡江大學土木工程學系 雷英暉 陳峙樺 吳宗宜 簡育琳 Lei, Y. H. Chen, S. H. Wu, C. I. Chien, Y. L. 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

126.  Laboratory tests on geosynthetic-encapsulated sand columns

Wu Cho-sen; Hong Yung-shan ,  2009-04
[Graduate Institute & Department of Civil Engineering] Journal Article
Geotextiles and Geomembranes 27(2), p.107-120
practice to improve the bearing capacity and reduce settlement of sand column in a weak or soft soil. The improvement can be enhanced by encapsulating

127.  Analysis and scale-up consideration of bituminous coal liquefaction rate processes

韓光榮; Han, Kwong-wing; Dixit, V. B.; Wen, C. Y. ,  1978-01-01
[Graduate Institute & Department of Chemical and Materials Engineering] Journal Article
Industrial and engineering chemistry, process design development 17(1), pp.16-21
淡江大學化學工程與材料工程學系 韓光榮 Han, Kwong-wing Dixit, V. B. Wen, C. Y. Analysis and scale-up consideration of bituminous coal liquefaction rate processes

128.  Dynamic Pile Behaviors Affected by Liquefaction from EQWEAP Analysis

張德文 ,  2007-06
[Graduate Institute & Department of Civil Engineering] Proceeding
Earthquake Geotechnical Engineering: 4th International Conference on Earthquake Geotechnical Engineering-Invited Lectures
淡江大學土木工程學系 張德文 Dynamic Pile Behaviors Affected by Liquefaction from EQWEAP Analysis 2007-06 en Earthquake Geotechnical Engineering: 4th

129.  凝聚力衰減與摩擦角發揮對邊坡變形性之影響

李建和; Lee, Chien-He ,  2013
[Graduate Institute & Department of Civil Engineering] Thesis
. Das,B.M.(1997), “Advenced Soil Mechanics”,Taylor&Francis,Washington 19. Dawson, E.M., W.H. Roth and A. Drescher (1999) “Slope stability analysis

130.  SEISMIC ENHANCING PRACTICE OF AN EXISTING CHINESE PALACE STYLE BUILDING

Wang, Ting-Fu; Wang, Feng-Yu; Chen, Chih-Wen ,  2006-10-12
[Graduate Institute & Department of Civil Engineering] Proceeding
4th International Conference on Earthquake Engineering Paper No. 095
analysis for the capacity spectrum rehabilitation of building were included. The ground motion at the dependent site of March 31, 2003(331 EQ

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