71.  EQWEAP - A simplified procedure to analyze dynamic pile-soil interaction with soil liquefaction concerns

Chang, Der-wen; Lin, B.S. ,  2006-05
[土木工程學系暨研究所] 會議論文
Proceeding of the Second Taiwan-Japan Joint Workshop on Geotechnical Hazards from Large Earthquake and Heavy Rainfall, pp.155-162
淡江大學土木工程學系 Chang, Der-wen Lin, B.S. 張德文 EQWEAP - A simplified procedure to analyze dynamic pile-soil interaction with soil liquefaction concerns

72.  變圍壓三軸試驗對外包加勁砂柱行為之模擬研究

孫強森; Sun, Chiang-Sen ,  2012
[土木工程學系暨研究所] 學位論文
with Stone Columns,” Ground Engineering, Vol. 7, pp. 42-49. 16.Krishnaswamy, N.R. and Isaac, N.T., (1995), “Liquefaction Analysis of Saturated

73.  Estimate the In-situ Earth Pressure in a Thrust Fault Zone by Vertical Cut

楊長義 ,  2013-08
[土木工程學系暨研究所] 會議論文
6th International Symposium on In-situ Rock Stress, 8p.
pressure that the soil mass in its history. The in-situ horizontal earth pressure ut rest that no deformation in the lateril directian us  h0  K0 v0

74.  孔穴擴張理論應用於土釘之拉出行為研究

蕭絢嶸; Hsiao, Hsuan-jung ,  2005
[土木工程學系暨研究所] 學位論文
. and Juran, I. (1991), “Soil Nailing for Stabilization of Highway Slopes and Excavations,” FHWA-RD-89-198, Federal Highway Administration. 12. Hill, R

75.  An iterative interacting method for dynamic analysis of the maglev train–guideway/foundation–soil system

Yang, Y.B; Yau, J.D. ,  2011-03
[建築學系暨研究所] 期刊論文
Engineering Structures 33(3), pp.1013-1024
alement analysis for train–bridge–foundotion–soil systems and discussed thi effectiveness of some countermeasures in reducing ground vibrations

76.  Robabilistic deductive and abductive reasoning by using probabilistic deduction graphs and Integer programming

Li, Han-lin; Yang, Chao-chih; 楊超植; Horng, Wen-bing; 洪文斌 ,  1991-06
[資訊工程學系暨研究所] 會議論文
Proceedings of the Fourth International Conference on Industrial & Engineering Applications of Artificial Intelligence & Expert Systems (IEA/AIE-91), Kauai, Hawaii
淡江大學資訊工程學系 Li, Han-lin Yang, Chao-chih 楊超植 Horng, Wen-bing 洪文斌 Robabilistic deductive and abductive reasoning by using probabilistic deduction

77.  Adaptive probabilistic fuzzy neural control for nonlinear chaotic systems

許駿飛; Tzu-Chun Kuo ,  2014-07-11
[電機工程學系暨研究所] 會議論文
2014 International Conference on System Science and Engineering
電機工程學系暨研究所 許駿飛 Tzu-Chun Kuo 許駿飛 Adaptive probabilistic fuzzy neural control for nonlinear chaotic systems 2014-07-11 en_US 2014 International

78.  樁基礎受液化和地盤側向流動之結構行為分析(I)

張德文 ,  2006
[土木工程學系暨研究所] 研究報告
淡江大學土木工程學系 張德文 樁基礎受液化和地盤側向流動之結構行為分析(I) Structural Analysis for Pile Foundations Subjected to Soil Liquefaction and Lateral Spreading (I) 樁基礎;結構分析;波動

79.  高速列車引致之橋墩基礎與地盤振動反應分析

梁尹齡; Liang, Yin-ling ,  2005
[土木工程學系暨研究所] 學位論文
淡江大學土木工程學系碩士班 張德文; Chang, Der-wen 梁尹齡 Liang, Yin-ling 高速列車引致之橋墩基礎與地盤振動反應分析 Analysis for vibration of bridge-pier-foundation and ground induced

80.  Application of Airborne LiDAR technology in Analyzing Sediment-related Disasters and Effectiveness of Conservative Management in Shihmen Watershed

Cheng-Yang Hsiao; Bor-Shiun Lin; Chun-Kai Chen; Der-Wen Chang ,  2014-08-01
[土木工程學系暨研究所] 期刊論文
Journal of GeoEngineering 9(2), pp.55-73
DEM. airborne and Ground-Based LiDAR have been utilized to precisely scan and measure topological changes. Though, the precision of ground-based LiDAR

81.  軟弱黏土中層狀加勁砂柱承載行為之數值模擬

林明瑋; Lin, Ming-Wei ,  2017
[土木工程學系暨研究所] 學位論文
the loading process are investigated. The results of the analysis show that: (1) Reinforcement stiffness has insignificant effect on the deformation

82.  Finite Difference Analysis for Combined Pile Raft Foundations under Vertical Loads

Chang, D.W.; Lien, H.W.; Wang, T.Y. ,  2019-10-15
[土木工程學系暨研究所] 會議論文
16th ARC SMGE
of a vertically loaded piled raft foundation on the ground surface. Thin-plate theory with the effects of boundaries was adopted whereas alternative soil

83.  雙楔形滑動塊體法應用於土釘邊坡之受震分析

楊書愷; Yang, Shu-kai ,  2006
[土木工程學系暨研究所] 學位論文
deformation analysis are close to the observation from shaking table tests before the incipient collapse. However, the soil strength discrepancy

84.  顆粒級配對砂土滲透係數之影響

陳惠宜; Chen, Huei-Yi ,  2012
[土木工程學系暨研究所] 學位論文
. 48.Tyler, S. W. and S. W.Wheatcraft, (1992), “Fractal scaling of soil particle size distributions: analysis and limitations,” Soil Science Society

85.  Performance of encased granular columns considering shear-induced volumetric dilation of the fill material

Hong, Y. S. ,  2012-12
[土木工程學系暨研究所] 期刊論文
Geosynthetics International 19(6), p.438-452
for the S1 sand disperses to a greater range (Figure 1), subsequently leading to the S1-GT1 soil-encasement columns spreading their induced

86.  Progressive Failure Simulation of Security Cable Barriers

Tuan, Christopher Y.; Sarmah, Ratul D.; Tuan, Alexander Y.; Kao, Chin-Sheng; Li, Q.S. ,  2010-09
[土木工程學系暨研究所] 期刊論文
International Journal of Nonlinear Sciences and Numerical Simulation 11(9), pp.755-775
was first published in 2701 [4], This study investigated a roadside safety wire rope fence and the algirithm developed was based on the analysis

87.  以波動方程和有限元素分析樁基礎受震行為之比較

王彥誌; Wang, Yen-Chih ,  2012
[土木工程學系暨研究所] 學位論文
of the nonlinear soil modeling, the solutions from wave equation and finite element analysis are found similar. (3) No matter how the seismic force changes

88.  Pullout resistance of single and double nails in a model sandbox

Hung, Yung-shan; Wu, C. S.; Yang, S. H. ,  2003-10-01
[土木工程學系暨研究所] 期刊論文
Canadian geotechnical journal 40(5), pp.1039-1047
. Because the nail and soil mass have different properties, stresses induced in the advancement of soil excavation result in differential strain between

89.  A simplified approach for evaluating the bearing performance of encased granular columns

吳朝賢; 洪勇善 ,  2014-08-01
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 42(4), pp.339-347
deformation hereafter (i.e. sf ¼ Trf1y). Fig. 3 depicts the confining pressure increment against axial strain for the S1-GT1 and S2-GT2 soil-encasement

90.  樁筏基礎受力變形之有限元素分析

林煒宸; Lin, Wei-Chen ,  2014
[土木工程學系暨研究所] 學位論文
淡江大學土木工程學系碩士班 張德文 林煒宸 Lin, Wei-Chen 樁筏基礎受力變形之有限元素分析 Load and deformation behaviors of pile-raft foundations from FEM analysis 樁筏基礎;有限元素分析;MIDAS/GTS

91.  機率式感測模型之無線感測網路中具k-邊界監控及提升網路生命期之合作覆蓋技術

江怡君; Chiang, Yi-Chun ,  2014
[資訊工程學系暨研究所] 學位論文
lifetime in wireless sensor networks with probabilistic sensing model 邊界覆蓋;機率式感測模型;無線感測網路;Barrier Coverage;Sensing Probability Model;Wireless sensor

92.  Electromagnetic inverse scattering of a conducting cylinder buried in a lossy half-space

丘建青; Chiu, Chien-ching; Kiang, Yean-woei ,  1992-12
[電機工程學系暨研究所] 期刊論文
IEEE transactions on antennas and propagation 40(12), pp.1562-1565
finite soil Conductivity. After a brief descriptionof the theoretical formulation,we concentrate on examining the effect of burying depth, soil

93.  Response of a train moving on multi-span railway bridges undergoing ground settlement

Yau, J. D. ,  2009-09
[建築學系暨研究所] 期刊論文
Engineering Strucures 31(9), pp.2115-2122
of seismic ground waves might result in a significant amplification of beam response. Prob- lems concerning train-induced resonant phenomenon for differ

94.  Model tests on geotextile-encased granular columns under 1-g and undrained conditions

Yung-Shan Hong; Cho-Sen Wu; Yi-Sheng Yu ,  2016-02
[土木工程學系暨研究所] 期刊論文
Geotextiles and Geomembranes 44(1), p.13–27
and strength on the response of individual geotextile encased granular columns embedded in soft soil through model tests. Similarity analysis was first executed

95.  Comparison of PGA Determination Methods for liquefaction analysis

黃富國 ,  2006-06-01
[水資源及環境工程學系暨研究所] 會議論文
Joint International Conference on Computing and Recursion Making in Civil and Building Engineering
淡江大學水資源及環境工程學系 黃富國 Comparison of PGA Determination Methods for liquefaction analysis 2006-06-01 en Joint International Conference on Computing