Modelling of unstiffened flush end-plate bolted connections in fire
- 1 January 2006
- journal article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 62 (1-2), 151-159
- https://doi.org/10.1016/j.jcsr.2005.04.016
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Moment–rotation–temperature curves for semi-rigid jointsJournal of Constructional Steel Research, 2005
- Effect of connection flexibility on fire resistance of steel beamsJournal of Constructional Steel Research, 1998
- Calibration of a finite element model for isolated bolted end-plate steel connectionsJournal of Constructional Steel Research, 1997
- Benchmarks for finite element modelling of bolted steel connectionsJournal of Constructional Steel Research, 1997
- Finite element modelling of behaviours of steel beams and connections in fireJournal of Constructional Steel Research, 1996
- Nonlinear Analysis of Steel Moment ConnectionsJournal of Structural Engineering, 1984
- Modelling and prediction of steel bolted connection behaviorComputers & Structures, 1980
- Elasto-plastic analysis of single-angle bolted-welded connections using the finite element methodComputers & Structures, 1978
- Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connectionsComputers & Structures, 1976
- Column webs in steel beam-to-column connexions part I—Formulation and verificationComputers & Structures, 1972