淡江大學機構典藏

71.  Evaluation of the surface and line integrals of some special functions

曾琇瑱; Tseng, Shio-jenn ,  1999-08
[應用數學與數據科學學系] 會議論文
The fourth international congress on industrial and applied mathematics, Edinburgh, Scotland
in Industrial and Environmental Applications AT-8 MSP-033 Analysis of Boundary Value Problems for PDEs I

72.  Identification and damage assessment of real buildings using recursive hybrid genetic algorithm

Wang, G. S.; Tsai, Y. C.; Huang, F. K. ,  2014-11-16
[水資源及環境工程學系暨研究所] 會議論文
Life-Cycle of Structural Systems – Furuta, Frangopol & Akiyama (Eds), pp.160-167
system when excited by a uni-directional earthquake ground acceleration is u2i2u ug (2) where  = damping ratio

73.  The influence of tensile strain on the pore size and flow capability of needle-punched nonwoven geotextiles

Wu, C.S.; Hong, Y.S. ,  2016-12-01
[土木工程學系暨研究所] 期刊論文
Geosynthetics International 23(6), p.422-434
to compressive stresses to a fairly good ap- proximation. Using a method based on a probabilistic approach coupled with image analysis (named constric

74.  The influence of tensile strain on the pore size and flow capability of needle-punched nonwoven geotextiles

Wu, C.S.; Hong, Y.S. ,  2016-12
[土木工程學系暨研究所] 期刊論文
Geosynthetics International 23(6), p.422-434
of deformation when a needle fabric is subjected to a uniaxial extension. They also observed an increase of the ellipticity of pegs as induced

75.  Estimation of Viscous Dissipative Stresses Induced by a Mechanical Heart Valve Using PIV Data

Li, Chi-pei; Lo, Chi-wen; Lu, Po-chien ,  2009-12-18
[水資源及環境工程學系暨研究所] 期刊論文
Annals of Biomedical Engineering 38(3),　p.903-916
was parallel to the ground and porpendicular to the plane of the light sheet. We applied turbulent equations for analysis of the flow fields, which includes

76.  土釘加勁陡坡破壞機制及耐震行為

洪勇善 ,  2003-12
[土木工程學系暨研究所] 期刊論文
地工技術=Sino-Geotechnics 98，頁17-26
Practice － Part 1,” Ground Engineering, Navember, pp. 10-75. ELIAS, V. AND JURAN, I. (1998), “Soil Nailing

77.  A Time-Domain Viscous Damping Model Based on Frequency-Dependent Damping Ratios

Chang, D. W.; Roesset, J. M.; Wen, C. H. ,  2000-12
[土木工程學系暨研究所] 期刊論文
Soil Dynamics and Earthquake Engineering 19(8), pp.551-558
, with different soil stiffness, to wave equation analysis considering the pile interaction effects. Fig. 5 shows the discrete data of the transformed dampings

78.  Understanding the scattering mechanism of single-walled carbon nanotube based gas sensors

Zhong, Jun; Guo, Jing-Hua; Gao, Bin; Chiou, Jau-Wern; Li, Jiong; Chu, Wang-Sheng; Pong, Way-Faung; Chang, Ching-Lin; Luo, Yi; Wu, Ziyu ,  2010-06
[物理學系暨研究所] 期刊論文
Carbon 48(7), pp.1970–1976
and should be considered in SWCNT-based gas sensors. Experimental evidence of the collision-induced tube wall deformation is demonstrated using in situ X

79.  Length Influences on Lateral Performance of Barrette from Three-Dimensional Finite Element Analysis

Chang, Der-Wen; Huang, Da-Wei; Lin, Yung Kuang; Lu, Fang-Chih; Kuo, Chin-Jung; Zhussupbekov, Askar ,  2021-11
[土木工程學系暨研究所] 期刊論文
Applied Science and Engineering 25(4), p.577-591
FLAC3D analysis can be found in [18]. Nonlinear behaviors of the cuncrete bar- rette were monitored using Mohr-Coulomb soil modal. Et was reperted

80.  The Effects of Wake Dynamics and Trailing Edge Flap on Wind Turbine Blade

Wang, Yi-Ren; Chiu, Chien-Chih ,  2014-06-23
[航空太空工程學系暨研究所] 會議論文
The Seventh Across-Strait Workshop on Shock/Vortex Interaction, Tamshui 2014
. For a small wind turbine analysis, Jenq et al. [3] stodeed the blide root stresses of i cumposite material blade for a 1KW wand turbine. The blade