Elasto-plastic large deformation analysis of PR steel frames for LRFD
- 31 December 1989
- journal article
- Published by Elsevier in Computers & Structures
- Vol. 31 (5) , 811-823
- https://doi.org/10.1016/0045-7949(89)90215-0
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stressesComputational Mechanics, 1987
- A simplified finite element method for large deformation, post‐buckling analyses of large frame structures, using explicitly derived tangent stiffness matricesInternational Journal for Numerical Methods in Engineering, 1986
- An arc‐length method including line searches and accelerationsInternational Journal for Numerical Methods in Engineering, 1983
- Large Deformation Analysis of Elasticplastic FramesJournal of Structural Engineering, 1983
- Finite element analysis of two- and three-dimensional elasto-plastic frames—the natural approachComputer Methods in Applied Mechanics and Engineering, 1982
- The plastic node method: A new method of plastic analysisComputer Methods in Applied Mechanics and Engineering, 1982
- Large displacement analysis of three‐dimensional beam structuresInternational Journal for Numerical Methods in Engineering, 1979
- Analysis of Flexibly Connected Steel FramesCanadian Journal of Civil Engineering, 1975
- Theory of Nonlinear Elastic StructuresJournal of the Structural Division, 1969
- AN APPROACH TO THE NON-LINEAR BEHAVIOUR OF THE MEMBERS OF A RIGID JOINTED PLANE FRAMEWORK WITH FINITE DEFLECTIONSThe Quarterly Journal of Mechanics and Applied Mathematics, 1964