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371
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 ,
372
Analysis of Circular Plates on Two - Parameter Elastic Foundation
Analysis of Circular Plates on Two - Parameter Elastic Foundation
Ahmet Saygun and Mecit Celik (Turkey), | 국제구조공학회 | 2003 ,
373
A New Bridge-Vehicle System Part ll: Parametric Study
A New Bridge-Vehicle System Part ll: Parametric Study
Tommy H.T. Chan (Hong Kong), Ling Yu (China), T.H, | 국제구조공학회 | 2003 ,
374
A New Bridge-Vehicle System Part l: Formulation and Validation
A New Bridge-Vehicle System Part l: Formulation and Validation
Tommy H.T. Chan (Hong Kong), Ling Yu (China), T.H, | 국제구조공학회 | 2003 ,
375
Automatic Decomposition of Unstructured Meshes Employing Genetic Algorithms For Parallel FEM Computations
Automatic Decomposition of Unstructured Meshes Employing Genetic Algorithms For Parallel FEM Computations
A. Rama Mohan Rao, T.V.S.R. Appa Rao and B. Datta, | 국제구조공학회 | 2002 ,
376
Stress Wave propagation In 1-D and 2-D Media Using Smooth Particle Hydrodynamics Method
Stress Wave propagation In 1-D and 2-D Media Using Smooth Particle Hydrodynamics Method
Z.S. Liu, S. Swaddiwudhpong and C.G. Koh (Singapo, | 국제구조공학회 | 2002 ,
377
Parametric Study For Buildings With Combined Displacement-Dependent And Velocity-Dependent Energy Dissipation Devices
Parametric Study For Buildings With Combined Displacement-Dependent And Velocity-Dependent Energy Dissipation Devices
W.S. Pong(U.S.A.), C.S. Tsai, Ching-Shyang Chen a, | 국제구조공학회 | 2002 ,
378
Iterative Mesh Partitioning Stratgy For Improving The Effieincy of Parallel Substructure Finite Element Computations
Iterative Mesh Partitioning Stratgy For Improving The Effieincy of Parallel Substructure Finite Element Computations
Shang-Hsien Hsieh, Yuan-Sen Yang and Po-Liang Tsa, | 국제구조공학회 | 2002 ,
379
Interval Finite Element Method Based On The Element For Eigenvalue Analysis of Structures with Interval Parameters
Interval Finite Element Method Based On The Element For Eigenvalue Analysis of Structures with Interval Parameters
Xiaowei Yang, Suhuan Chen and Huadong Lian (China), | 국제구조공학회 | 2001 ,
380
Bending of Steel Fibers on Parly Supported Elastic Foundation
Bending of Steel Fibers on Parly Supported Elastic Foundation
Xiao Dong Hu, Robert Day and Peter Dux (Australia), | 국제구조공학회 | 2001 ,
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