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1
Application of the Chebyshev-Fourier Pseudospectral Method to the Eigenvalue Analysis of Circular Mindlin Plates with Free Boundary Conditions
Application of the Chebyshev-Fourier Pseudospectral Method to the Eigenvalue Analysis of Circular Mindlin Plates with Free Boundary Conditions
Jinhee Lee, | 대한기계학회 | 2003 ,
2
Application of Step Length Technique to an Eigensolution Method for Non-proportionally Damped Systems
Application of Step Length Technique to an Eigensolution Method for Non-proportionally Damped Systems
Thanh X N,Byoung-Wan Kim,Hyung-Jo Jung,In-Won Lee, | 대한토목학회 | 2003 ,
3
Modified Modal Methods for Claculating Eigenpair Sensitivity of Asymmetric Damped System
Modified Modal Methods for Claculating Eigenpair Sensitivity of Asymmetric Damped System
Yeong-Jong Moon,Ju-Won Oh,In-Won Lee, | 대한토목학회 | 2003 ,
4
Algebraic Method for Sensitivity Analysis of Eigenpair Sensitivity of Asymmetric Damped System
Algebraic Method for Sensitivity Analysis of Eigenpair Sensitivity of Asymmetric Damped System
Kang-Min Choi,Sang-Won Cho,Man-Gi Ko,In-Won Lee, | 대한토목학회 | 2003 ,
5
Eigenvalue Analysis of Rectangular Mindlin Plates by Chebyshev Pseudospectral Method
Eigenvalue Analysis of Rectangular Mindlin Plates by Chebyshev Pseudospectral Method
Jinhee Lee, | 대한기계학회 | 2003 ,
6
Higher Order Eigenfields in Mode II Cracks Under Elastic-Plastic Defermation
Higher Order Eigenfields in Mode II Cracks Under Elastic-Plastic Defermation
Insu Jeon,Yongwoo Lee,Seyoung Im, | 대한기계학회 | 2003 ,
7
On the Eigenvalues of a Uniform Rectangular Plate Carrying any Number of Spring-damper-mass Systems
On the Eigenvalues of a Uniform Rectangular Plate Carrying any Number of Spring-damper-mass Systems
Der-Wei Chen (Taiwan), | 국제구조공학회 | 2003 ,
8
Eigenfunction Expansion Solution and Finite Element Solution For Orthotropic Hollow Cylinder Under Sinusoidal Impact Load
Eigenfunction Expansion Solution and Finite Element Solution For Orthotropic Hollow Cylinder Under Sinusoidal Impact Load
X.Wang and H.L.Dai (China), | 국제구조공학회 | 2003 ,
9
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 ,
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