淡江大學機構典藏

31.  Reliabilty-based design for allowable bearing capacity of footings on rock masses by considering angle of distortion

Ching, Jianye; Hu, Yu-gang; Yang, Zon-yee; Shiau, Jang-quang; Chen, Jeng-cheung; Li, Yi-san ,  2011-07
[土木工程學系暨研究所] 期刊論文
International Journal of Rock Mechanics and Mining Sciences 48(5), pp.728-740
of variois soil propertues. Fur deformation analyses, Fenton and Griffiths [7], Nour et al. [5] and Houy et al. [6]studied differential

32.  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

33.  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

34.  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

35.  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

36.  Investigation on Aerodynamic Damping of High-rise Buildings under Interference Effects

Lo, Yuan-Lung; Kim, Yong Chul ,  2015-10-22
[土木工程學系暨研究所] 會議論文
) Chang 1130-1150 144 Finite Element Analysis of Finite Deformation Problems for Bio-Polymer Materials Bo-Sen Chuang

37.  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

38.  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

39.  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

40.  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