Finite Element Analysis and Calculation Method of Residual Flexural Capacity of Post-fire RC Beams
Open Access
- 30 September 2020
- journal article
- research article
- Published by Springer Science and Business Media LLC in International Journal of Concrete Structures and Materials
- Vol. 14 (1), 1-17
- https://doi.org/10.1186/s40069-020-00428-7
Abstract
No abstract availableKeywords
Funding Information
- Foundation of China Scholarship Council (201805975002)
This publication has 15 references indexed in Scilit:
- Fire induced progressive collapse potential assessment of steel framed buildings using machine learningJournal of Constructional Steel Research, 2020
- 3D finite element analysis of the whole-building behavior of tall building in fireAdvances in Computational Design, 2016
- Structural Analysis and Design to Prevent Disproportionate CollapsePublished by Taylor & Francis Ltd ,2016
- Reliability analysis of reinforced concrete columns exposed to fireFire Safety Journal, 2013
- Response of a multi-storey steel composite building with concentric bracing under consecutive column removal scenariosJournal of Constructional Steel Research, 2012
- Experimental research on post-fire behaviour of reinforced concrete columnsFire Safety Journal, 2009
- Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment regionJournal of Constructional Steel Research, 2008
- Nonlinear analysis of reinforced concrete cross-sections exposed to fireFire Safety Journal, 2007
- Non-linear fire-resistance analysis of reinforced concrete beamsSTRUCTURAL ENGINEERING AND MECHANICS, 2003
- Effect of fire on shear behaviour of R.C. beamsComputers & Structures, 1997