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21
In-Plane Free Vibration Analysis of Curved Timoshenko Beams by the Pseudospectral Method
In-Plane Free Vibration Analysis of Curved Timoshenko Beams by the Pseudospectral Method
Jinhee Lee, | 대한기계학회 | 2003 ,
22
Shear Strenght of Reinforced Concrete Dapped-end Beams
Shear Strenght of Reinforced Concrete Dapped-end Beams
Ing-Jaung Lin,Shyh-Jiann Hwang,Wen-Yao Lu,Jiunn-T, | 국제구조공학회 | 2003 ,
23
Effect of Substrate Bias Voltage on the Texture and Microstructure of Cu Thin Films Deposited by Ion Beam Deposition
Effect of Substrate Bias Voltage on the Texture and Microstructure of Cu Thin Films Deposited by Ion Beam Deposition
Jae-Won Lim,Minoru Isshiki, | 대한금속.재료학회 | 2003 ,
24
Effect of Boundary Conditions On The Stability of Beams Under Conservative and Non-Conservative Forces
Effect of Boundary Conditions On The Stability of Beams Under Conservative and Non-Conservative Forces
Alessandro Marzani and Erasmo Viola (Italy), | 국제구조공학회 | 2003 ,
25
The Exact Solutions For The Natural Frequencies and Mode Shapes of Non-Uniform Beams Carrying Multiple Various Concentrated Elements
The Exact Solutions For The Natural Frequencies and Mode Shapes of Non-Uniform Beams Carrying Multiple Various Concentrated Elements
Der-Wei Chen (China), | 국제구조공학회 | 2003 ,
26
The Mixed Finite Element For Quasi-Static and Dynamic Analysis of Viscoelastic Circular Beams
The Mixed Finite Element For Quasi-Static and Dynamic Analysis of Viscoelastic Circular Beams
Fethi Kadioglu and A.Yalcin Akoz (Turkey), | 국제구조공학회 | 2003 ,
27
Dynamic Analysis of Gradient Elastic Flexural Beams
Dynamic Analysis of Gradient Elastic Flexural Beams
S.Papargyri-Beskou, K.Polyzos and D.E.Beskos (Gre, | 국제구조공학회 | 2003 ,
28
Enhancement of The Buckling Strength of Glass Beams By Means of Lateral Restraints
Enhancement of The Buckling Strength of Glass Beams By Means of Lateral Restraints
J.Belis, R.Van Impe, G.Lagae and W.Valaere (Belgi, | 국제구조공학회 | 2003 ,
29
Analytical Model ForThe Prediction of The Eigen Modes of a Beam With Open Cracks and External Strengthening
Analytical Model ForThe Prediction of The Eigen Modes of a Beam With Open Cracks and External Strengthening
P.A.Ovigne, M.Massenzio, E.Jacquelin and P.Hameli, | 국제구조공학회 | 2003 ,
30
Nonlinear Behavior of Deep Reinforced Concrete Coupling Beams
Nonlinear Behavior of Deep Reinforced Concrete Coupling Beams
Z.Z.Zhao and A. K. H. Kwan (China), | 국제구조공학회 | 2003 ,
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