淡江大學機構典藏

61.  Finite Element Analysis of Finite Deformation Problems for Bio-Polymer Materials

Chen, P.-J.; Chuang, B.-S.; Wang, C.-K. ,  2015-10-15
[土木工程學系暨研究所] 會議論文
The Fourteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-14)
Department of Civil Engineering, Tamkang University Chen, P.-J. Chuang, B.-S. Wang, C.-K. Wang, C.-K. Finite Element Analysis of Finite Deformation

62.  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

63.  LQG control of lateral-torsional motion of Nanjing TV transmission tower

吳重成; Wu, Jong-cheng; Yang, Jann N. ,  2000-08-01
[土木工程學系暨研究所] 期刊論文
Earthquake Engineering and Structural Dynamics 29(8), pp.1111-1130
i the height of the ith node/ and J is a constant depending on the surface roughness of the ground 0 [17]. The location

64.  Low energy orbital excitations in strained LaCoO3 films

Wang, Ru-Pan; Geessinck, Jaap; Elnaggar, Hebatalla; Tomiyasu, Keisuke; Okamoto, Jun; Liu, Boyang; Du, Chao-Hung; Huang, Di-Jing; Gertjan Koster; Groot, Frank M. F. de ,  2019-10-31
[物理學系暨研究所] 期刊論文
Phys. Rev. B 100(16), 165148
be identified using a polarization-dependent analysis. We show that the dichroism intensities are related to the ground-state symmetries and change

65.  In-plane transient responses of an arch with variable curvature using the dynamic stiffness method with numerical laplace transform

黃炯憲; Huang, Chiung-shiann; 曾一平; Tseng, Yi-ping; Lin, Chia-jung ,  1998-08
[土木工程學系暨研究所] 期刊論文
Journal of engineering mechanics 124(8), pp.862-871
› alint nodal force vector :or an ~ch With vanable curvatura sobjected to destrobated loading are explicetly formulated basud on i senes

66.  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

67.  Resonance of high-speed trains moving over a series of simple or continuous beams with non-ballasted tracks

Y.B. YANG; J.D. YAU ,  2017-07
[建築學系暨研究所] 期刊論文
Engineering Structures 143, p.295–305
flexural stiffness against deformation. Obviously, the accumulated resonant response induced by a series of bridges on the vehicle may cause discomfort

68.  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

69.  Response of suspended beams due to moving loads and vertical seismic ground excitations

Yau, J.D.; Fryba, L. ,  2007-12
[建築學系暨研究所] 期刊論文
Engineering Structures 29(12), pp.3255-3262
淡江大學建築學系 Yau, J.D. Fryba, L. Response of suspended beams due to moving loads and vertical seismic ground excitations Pergamon Suspension bridges

70.  Effect of asperity order on the shear response of three-dimensional joints by focusing on damage area

Yang, Zon Yee; Ali Taghichian; Li, Wei Chan ,  2010-09
[土木工程學系暨研究所] 期刊論文
International Journal of Rock Mechanics and Mining Sciences 47(6), pp.1012–1026
of paramount importanci in stability analysis of surface and under- ground rock structeres. Many parameters influence the shear strength of rock