A reduced basis method for geometric nonlinear analysis of structures

Journal of the International Association for Shell and Spatial Structures

Volumn 39, Issue 127, 1998, Pages 71-75

  Leu, Liang Jenq ^a   Huang, Chang Wei ^a  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; CONVERGENCE OF NUMERICAL METHODS; ITERATIVE METHODS;

GEOMETRIC NONLINEAR STRUCTURAL ANALYSIS; INCREMENTAL-ITERATIVE METHOD;

STRUCTURAL ANALYSIS;

EID: 0032136003     PISSN: 03043622     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Kirsch, U., "Reduced Basis Approximations of Structural Displacements for Optimal Design," AIAA Journal, 29(10), 1991, pp. 1751-1758.
2. Huang, C. W., Applications of Reduction Methods in Structural Optimization and Nonlinear Analysis, Master of Science Thesis, 1996, Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, ROC (in Chinese).
3. Leu, L-J. and Huang, C.-W., " Structural Optimization using a Reduced-Basis Reanalysis Method," Proceedings of the Sixth KU-KAIST-NTU Trilateral Seminar/Workshop on Civil Engineering, 1996, pp. 137-142, Taejon, Korea, September 13-15.
4. Yang, Y. B. and Kuo, S. R., Theory and Analysis of Nonlinear Framed Structures., 1994, Prentice-Hall, Singapore.
5. Yang, Y. B. and Shieh, M. S., "Solution Method for Nonlinear Problems with Multiple Critical Points," AIAA Journal, 28(12), 1990, pp. 2110-2116.
6. ABAQUS , Version 5.5, 1996, Hibbitt, Karlsson & Sorenson, Inc.,Providence, RI