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61
화강암 및 편마암 산지 소유역의 강우유출 특성
화강암 및 편마암 산지 소유역의 강우유출 특성
Yukiya Tanaka, 김태호,Yukinori Matsukura, | 대한지리학회 | 2000 ,
62
Dynamic Chracteristics of Elastic Beams Subjected To Traffic loads
Dynamic Chracteristics of Elastic Beams Subjected To Traffic loads
Chia-Chih Tang and Yang-Cheng Wang (R.O.C.), | 국제구조공학회 | 2002 ,
63
Aerodynamic Behaviour of an Inclined Circular Cylinder
Aerodynamic Behaviour of an Inclined Circular Cylinder
Shaohong Cheng, Guy L.Larose, Mike G. Savage and, | 국제구조공학회 | 2003 ,
64
A Spatial Displacement Model For Horizontally Curved Beams
A Spatial Displacement Model For Horizontally Curved Beams
Z.G.Jiang, Q.Z.Luo (China) and J. Tang (Hong Kong), | 국제구조공학회 | 2003 ,
65
Effects of Strong Gound Motions of Near Source Earthquades on Response of Thin-Walled L-Shaped Steel Bridge Piers
Effects of Strong Gound Motions of Near Source Earthquades on Response of Thin-Walled L-Shaped Steel Bridge Piers
Guanmo Xie (China), Takeo Taniguchi and Nawawi Ch, | 국제구조공학회 | 2001 ,
66
Stability Analysis of Steel Cable-Stayed Bridges
Stability Analysis of Steel Cable-Stayed Bridges
Chia-Chih Tang, Hung-Shan Shu and Yang-Cheng Wang, | 국제구조공학회 | 2001 ,
67
Nonlinear Analysis on Concrete-Filled Rectangular Tubular Composite Columns
Nonlinear Analysis on Concrete-Filled Rectangular Tubular Composite Columns
Xilin lu, Yong Yu (China), Tanaka Kiyoshi and Sas, | 국제구조공학회 | 2000 ,
68
A Computer Program For The Analysis of Reinforced Concrete Frames With Cracked Beam Elements
A Computer Program For The Analysis of Reinforced Concrete Frames With Cracked Beam Elements
A. Kamil Tanrikulu, Cengiz Dundar and Ismail H. C, | 국제구조공학회 | 2000 ,
69
Experimental Investigation on the Seismic Behavior in the Connection Between CFRT Column and Steel Beam
Experimental Investigation on the Seismic Behavior in the Connection Between CFRT Column and Steel Beam
Xilin Lu, Yong Yu(China), Tanaka Kiyoshi and Sasa, | 국제구조공학회 | 2000 ,
70
Mark Tansey : visions and revisions
Mark Tansey : visions and revisions
Danto, Arthur C, 653.42-D194m | Harry N Abrams | 1992 653.42-D194m,
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