Advanced model for predicting the fire response of concrete filled tubular columns
- 1 August 2010
- journal article
- research article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 66 (8-9), 1030-1046
- https://doi.org/10.1016/j.jcsr.2010.03.002
Abstract
No abstract availableKeywords
This publication has 11 references indexed in Scilit:
- Fire behaviour of hollow structural section steel columns filled with high strength concreteJournal of Constructional Steel Research, 2009
- Analytical modeling of the standard fire behavior of loaded CFT columnsJournal of Constructional Steel Research, 2009
- Simplified fire design for composite hollow-section columnsProceedings of the Institution of Civil Engineers - Structures and Buildings, 2008
- Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fireJournal of Constructional Steel Research, 2008
- Fire resistance of axially loaded concrete filled steel tube columnsJournal of Constructional Steel Research, 2006
- Stress–strain constitutive equations of concrete material at elevated temperaturesFire Safety Journal, 2005
- Experimental and analytical technique for estimating interface thermal conductance in composite structural elements under simulated fire conditionsExperimental Thermal and Fluid Science, 2004
- FE analysis of fire resistance of concrete filled CHS columnsJournal of Constructional Steel Research, 2003
- Stress-Strain-Temperature Relationship for Structural SteelJournal of Materials in Civil Engineering, 2001
- Fire Resistance of Circular Steel Columns Filled with Bar‐Reinforced ConcreteJournal of Structural Engineering, 1994