101.  尺寸效應對土釘拉出阻抗的影響

陳韋成; Chen, Wei-chen ,  2007
[土木工程學系暨研究所] 學位論文
, K.Y. (2002), “Eastoplastic analysis of pull-out resistance of soil nails in dilatant soils ,” Ground Improvement, Vol. 6, No. 4, pp. 153-161. 21

102.  An approximate numerical analysis of rafts and piled-rafts foundation

Chang, Der-wen ,  2024-02
[土木工程學系暨研究所] 期刊論文
Computers and Geotechnics 168,　106108
Chang, Der-wen An approximate numerical analysis of rafts and piled-rafts foundation Elsevier The load distribution and deformation of rafts

103.  樁基礎結構分析之視窗化程式開發(III)

張德文 ,  2005
[土木工程學系暨研究所] 研究報告
of SPT Procedures in Soil Liquefaction Resistance Evaluations”, Journal of the Geotechnical Engineering, ASCE, Vol. 111, No. 12, pp. 1425-1445. Tokimatsu

104.  Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression

Nguyen, M. D.; Yang, K. H.; Lee, S. H.; Wu, C. S.; Tsai, M. H. ,  2013-05
[土木工程學系暨研究所] 期刊論文
Geosynthetics International 20(3), pp.207-225
indicates that the geotextile requires a sufficient deformation to mobilize its tensile force to improve the shear strength of reinforced soil. For each

105.  Impact Performance of W-beam Guardrail Supported by Different Shaped Posts

Teng, Tso-Liang; Liang, Cho-Chung; Hsu, Ching-Yu; Shih, Chien-Jong; Tran, Thanh-Tung ,  2016-04-11
[機械與機電工程學系暨研究所] 期刊論文
International Journal of Mechanical Engineering and Applications 4(2), p. 59-64
contact between the car and the ground. Figure 6. Nonlinear springs represented post-soil interaction. 4.4. Impect Test Simulatian Figure

106.  聲波監測應用於地錨結構破壞之模擬和訊號分析

鄭世豪; Cheng, Shih-hao ,  2009
[土木工程學系暨研究所] 學位論文
淡江大學土木工程學系博士班 張德文; Chang, Der-wen; 李維峰; Lee, Wei-feng 鄭世豪 Cheng, Shih-hao 聲波監測應用於地錨結構破壞之模擬和訊號分析 Simulation and signal analysis of ground anchor

107.  Response of a maglev vehicle moving on a series of guideways with differential settlement

姚忠達; Yau, Jong-dar ,  2009-07-01
[建築學系暨研究所] 期刊論文
Journal of sound and vibration 324(3-5), pp.816-831
in maglov system due to its motion-dapendent nature. Thus, i further study can be conducted to introduce the guideway–soil interaction

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

Hong Yung-shan; Wu Cho-sen ,  2011-04
[土木工程學系暨研究所] 期刊論文
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

109.  Seismic PBD of Piles from Monte-Carlo Simulation Using EQWEAP Analysis with Weighted Intensities

Chang, D.W.; Lin, Y.H.; Chao, H.C.; Chu, S.C.; Liu, C.H. ,  2014-06-01
[土木工程學系暨研究所] 期刊論文
Geotechnical Engineering 45(2), pp.62-69
to the analysis. Performance of the pile at the target peak ground acceleration (PGAt) can be assessed with the design requirement. Although

110.  The load type influence on the filtration behavior of soil-nonwoven geotextile composite

Hong, Yung-shan; Wu, Cho-sen; Yang, Zon-yee; Lee, Wei F.; Wang, Ruei-hung ,  2011-03-01
[土木工程學系暨研究所] 期刊論文
Tamkang Journal of Science and Engineering=淡江理工學刊 14(1), pp.15-24
layers are presented. The permeability value of soil alone under different hydrau- lic gradients (i = 1, 5 and 10) ranges between 0.0014 cm/sec and 0.0015

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