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Results 1-10 of 62 (Search time: 0.005 seconds).
| NO | Title, Author(s) (Publication Title, Volume Issue, Page, Issue Date) |
|---|---|
| Nonlinear Dynamic Analysis of Cooling Tower Shells Choi, Chang Koon, Internatinal Conference & Course on 'Structural Dynamics, Dynamic Load Problems on Structures, 1997 | |
| A Practical Optimal Design Algorithm for Large Scale Structures Kwak, Hyo-Gyoung; Choi, Chang Koon, Proceedings of Korea-Japan Joint Seminar on Structureal Optimization, pp.19 - 28, 1992-05 | |
| Analytical Modeling for Predicting the Shear Response of RC Panels Choi, Chang Koon, Proceedings of the Fourth East Asia-Pacific Conference on Structural Engineering and Construction : Progress in Harmony, 1993 | |
| A 3-D Adaptive Mesh Refinement Using Variable Node Solid Transition Elements Choi, Chang Koon, Proceedings of Fourth KAIST-NTU-KU Tri-Lateral Seminar/Workshop on Civil Engineering, Kyoto University, 1994 | |
| Computational Mechanics - An Alternative Approach to Experiments Choi, Chang Koon, Proceedings of Fourth KAIST-NTU-KU Tri-Lateral Seminar/Workshop on Civil Engineering, Kyoto University, 1994 | |
| Simplified Building Analysis with Sequential Dead Loads-Correction Factor Method Choi, Chang Koon, Proceedings of The Fourth International Conference on Computing in Civil and Building Engineering, 1991 | |
| Nonlinear Behavior of Hyperbolic Reinforced Concrete Shell Choi, Chang Koon, KU-KAIST-NTU-NUS Seminar in Civil Engineering, 1998 | |
| Simplified 3-dimensional High-speed Vehicle-Bridge Interaction Analysis Considering the Eccentricity of Vehicle Axle Load Choi, Chang Koon, International Conference on Advances in Structural Engineering and Mechanics, pp.1601 - 1608, 1999 | |
| Refined three-dimensional finite element model for end-plate connections Choi, Chang Koon, ICASS'96-International Conference on Advances in Steel Structures, 1996 | |
| Developments of Optimum Design and Control of Seismic Structures Choi, Chang Koon, Proceedings of the International Workshop on Intelligent Structures, 1990 |