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411
Time Domain Earthquake Response Analysis Method For 2-D Soil-Structure Interaction Systems
Time Domain Earthquake Response Analysis Method For 2-D Soil-Structure Interaction Systems
Doo Kie Kim and Chung-Nang Yun (Korea), | 국제구조공학회 | 2003 ,
412
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 ,
413
Buckling and Vibration Analysis of Stiffened Plate Subjected To In-Plane Concentrated Load
Buckling and Vibration Analysis of Stiffened Plate Subjected To In-Plane Concentrated Load
A.K.L.Srivastava, P.K.Datta and A.H.Sheikh (India), | 국제구조공학회 | 2003 ,
414
Analytical and Experimental Study on The Behavior of Elastically Supported Reinforced Concrete Decks
Analytical and Experimental Study on The Behavior of Elastically Supported Reinforced Concrete Decks
Nam-Hoi Park, Young-Jong Kang, Jin-Yu Choi and Na, | 국제구조공학회 | 2003 ,
415
Constitutive Law For Wedge-Tendon Gripping Interface In Anchorage Device-Numerical Modeling and Parameters Identification
Constitutive Law For Wedge-Tendon Gripping Interface In Anchorage Device-Numerical Modeling and Parameters Identification
D.Marceau, M.Fafard and J.Bastien (Canada), | 국제구조공학회 | 2003 ,
416
Adaptive Finite Elements By Delaunay Triangulation For Fracture Analysis of Cracks
Adaptive Finite Elements By Delaunay Triangulation For Fracture Analysis of Cracks
Pramote Dechumphai, Sutthisak Phongthanapanich an, | 국제구조공학회 | 2003 ,
417
A Boundary Radial Point Interpolation Method (BRPIM) For 2-D Structural Analyses :
A Boundary Radial Point Interpolation Method (BRPIM) For 2-D Structural Analyses :
Y.T.Gu and G.R.Liu (Singapore), | 국제구조공학회 | 2003 ,
418
Nonlinear Dynamic Buckling of Laminated Angle-Ply Composite Spherical Caps
Nonlinear Dynamic Buckling of Laminated Angle-Ply Composite Spherical Caps
S.S.Gupta, B.P.Patel and M.Ganapathi (India), | 국제구조공학회 | 2003 ,
419
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 ,
420
Nonlinear Analysis of Cable-Stayed Spatial Latticed Structures
Nonlinear Analysis of Cable-Stayed Spatial Latticed Structures
Dai Zhou, Hongyu liu and Bo Jin (China), | 국제구조공학회 | 2003 ,
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Acta Agriculturae Scandinavica: Section B, Soil & Plant Science
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Acta Dermato-Venereologica
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