111.  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 Interaction

雷英暉; Lei, Y. H.; 陳峙樺; Chen, S. H.; 吳宗宜; Wu, C. I.; 簡育琳; Chien, Y. L. ,  2005-12
[土木工程學系暨研究所] 會議論文
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 Lei, Y. H. 陳峙樺 Chen, S. H. 吳宗宜 Wu, C. I. 簡育琳 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

112.  土層放大效應分析基盤之決定及其應用

黃富國 ,  1996-12-14
[營建系] 會議論文
中華民國力學學會第二十屆全國力學會議論文集(二)=Proceedings of the 20th National Conference on Theoretical and Applied Mechanics (II)，頁404-411
淡江大學營建系 黃富國 土層放大效應分析基盤之決定及其應用 Study on Depth of Base Input Motion in Soil Amplification Analysis 地盤受震反應分析;基盤;吉普生土層;岩石;Seismic Ground Response

113.  Vector form intrinsic finite element method for analysis of train–bridge interaction problems considering the coach-coupler effect

YF Duan; SM Wang; JD Yau ,  2019-02
[建築學系暨研究所] 期刊論文
International Journal of Structural Stability and Dynamics 19(2), 1950014
YF Duan SM Wang JD Yau Vector form intrinsic finite element method for analysis of train–bridge interaction problems considering the coach-coupler

114.  五節芒根系生長碎形特徵及其剪力強度之發展

洪藍怡; Hung, Lan-yi ,  2008
[土木工程學系暨研究所] 學位論文
University, Germany, 2003. Operstein, V. and Frydman, S., “The influence of vegetation on soil strength,” Ground Improvement, Vol.4, No.2, pp.81-89

115.  樁筏基礎受水平地震力作用之簡易分析

李旻儒; Lee, Min-Ju ,  2016
[土木工程學系暨研究所] 學位論文
Earthquake Engineering and Soil Dynamics IV, ASCE GSP 181. 19. Kitiyodom, P. and Matsumoto, T. (2002). “A simplified analysis method for piled raft

116.  Dynamic response analysis of suspended beams subjected to moving vehicles and multiple support excitations

Yau, J.D. ,  2009-09
[建築學系暨研究所] 期刊論文
Journal of Sound and Vibration 325(4-5), pp.907-922
-dependent boundary problem involving multiple support seesmic inputs. For earthquake-induced response analysis of suspension bridges [1–7], an enalytical

117.  Seismic Analysis of Asymmetric Wall-Frame Structures

Lei, Ying-Hui; Chien, Yu-Lin; Chen, Chih-Hwa ,  2008-11
[資訊創新與科技學系] 會議論文
2008中華民國力學學會年會暨第三十二屆全國力學會議論文集=Proceedings of 2008 the 32nd National Conference on Theoretical and Applied Mechanics, 8p.
淡江大學資訊創新與科技學系 Lei, Ying-Hui Chien, Yu-Lin Chen, Chih-Hwa Seismic Analysis of Asymmetric Wall-Frame Structures Asymmetric structure;Multistory walled

118.  外包與層狀加勁礫石樁軸向載重行為之數值分析比較

林冠廷; Lin, Guan-Ting ,  2015
[土木工程學系暨研究所] 學位論文
Columns”, Ground Engineering, Vol.7, pp.42-49. 16. Janbu, N. (1963), “Soil Compressibility as Determind by Oedometer and Triaxial Test,” European

119.  水平加勁砂柱之數值模擬

陳治夫; Chen, Jyh-Fu ,  2012
[土木工程學系暨研究所] 學位論文
, Vol.89, No.SM1, pp.115-143. 17. Krishnaswamy, N. R. and Isaac, N. T. (1995), “Liquefaction Analysis of Saturated Reinforced Granular Soils,” Journal

120.  On Data Interpretations of Ground Anchor Failures under Pull-out Loads

張德文 ,  2011-05
[土木工程學系暨研究所] 會議論文
Proceedings of the 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
淡江大學土木工程學系 張德文 On Data Interpretations of Ground Anchor Failures under Pull-out Loads 2011-05 en Proceedings of the 14th Asian Regional Conference

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

Cheng, S.H.; Chang, D.W.; Lee, W.F. ,  2009
[土木工程學系暨研究所] 會議論文
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
[水資源及環境工程學系暨研究所] 研究報告
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
[土木工程學系暨研究所] 學位論文
. 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
[土木工程學系暨研究所] 學位論文
. 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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 期刊論文
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
[化學工程與材料工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 學位論文
. 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
[土木工程學系暨研究所] 會議論文
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
[土木工程學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 研究報告
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
[統計學系暨研究所] 期刊論文
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
[土木工程學系暨研究所] 學位論文
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
[建築技術系] 會議論文
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