Constant moment behavior of high-performance steel I-shaped beams
- 1 July 2001
- journal article
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 57 (7) , 711-728
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Influence of Material Effects on Structural Ductility of Compact I-Shaped BeamsJournal of Structural Engineering, 2000
- Geometric Factors Influencing Structural Ductility in Compact I-Shaped BeamsJournal of Structural Engineering, 2000
- Rotational Capacity of Aluminum Beams under Moment Gradient. II: Numerical SimulationsJournal of Structural Engineering, 1999
- On the inelastic failure of high strength steel I-shaped beamsJournal of Constructional Steel Research, 1999
- Tension flange instability of I-beamsJournal of Constructional Steel Research, 1998
- High-strength steel: implications of material and geometric characteristics on inelastic flexural behaviorEngineering Structures, 1998
- A fast incremental/iterative solution procedure that handles “snap-through”Computers & Structures, 1981
- An incremental approach to the solution of snapping and buckling problemsInternational Journal of Solids and Structures, 1979
- A simple quadrilateral shell elementComputers & Structures, 1978
- The Application of Newton’s Method to the Problem of Elastic StabilityJournal of Applied Mechanics, 1972