Reliability assessment of the post-limit stiffness and ductility of steel joints
- 5 November 2003
- journal article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 60 (3-5), 635-648
- https://doi.org/10.1016/s0143-974x(03)00145-7
Abstract
No abstract availableKeywords
This publication has 3 references indexed in Scilit:
- Post-limit stiffness and ductility of end-plate beam-to-column steel jointsComputers & Structures, 2002
- A ductility model for steel connectionsJournal of Constructional Steel Research, 2000
- Equivalent post-buckling models for the flexural behaviour of steel connectionsComputers & Structures, 2000