[图书][B] Structural design for fire safety

AH Buchanan, AK Abu - 2017 - books.google.com
Structural Design for Fire Safety, 2nd edition Andrew H. Buchanan, University of Canterbury,
New Zealand Anthony K. Abu, University of Canterbury, New Zealand A practical and …

[图书][B] Steel and composite structures: behaviour and design for fire safety

YC Wang - 2002 - taylorfrancis.com
Steel and Composite Structures: Behaviour and Design for Fire Safety presents a systematic
and thorough description of the behaviour of steel and composite structures in fire, and …

Thermo-mechanic model for concrete exposed to elevated temperatures

BM Luccioni, MI Figueroa, RF Danesi - Engineering structures, 2003 - Elsevier
A thermo-mechanical model for concrete subjected to high temperatures is presented in this
paper. The model is based on a coupled plastic-damage model that has been extended to …

Modeling membrane action of concrete slabs in composite buildings in fire. I: Theoretical development

Z Huang, IW Burgess, RJ Plank - Journal of structural engineering, 2003 - ascelibrary.org
A nonlinear layered finite element procedure for predicting the structural response of
reinforced concrete slabs subjected to fire is described. The proposed procedure is based …

Numerical modelling of two-way reinforced concrete slabs in fire

L Lim, A Buchanan, P Moss, JM Franssen - Engineering structures, 2004 - Elsevier
This paper describes numerical modelling of the fire behaviour of two-way reinforced
concrete slabs using a special purpose non-linear finite-element program, SAFIR. Several …

Experimental evaluation of the mechanical properties of steel reinforcement at elevated temperature

AY Elghazouli, KA Cashell, BA Izzuddin - Fire Safety Journal, 2009 - Elsevier
This paper describes an experimental investigation into the influence of elevated
temperatures on the mechanical properties of steel reinforcement. The study includes tests …

Modeling membrane action of concrete slabs in composite buildings in fire. II: Validations

Z Huang, IW Burgess, RJ Plank - Journal of Structural Engineering, 2003 - ascelibrary.org
A companion paper has documented a geometrically nonlinear layered procedure for
modeling of the membrane actions in concrete slabs subject to very high deflections and in …

Modelling concrete slabs subjected to fires using nonlinear layered shell elements and concrete damage-plasticity material

L Jiang, MA Orabi, J Jiang, A Usmani - Engineering Structures, 2021 - Elsevier
Floor slabs are crucial in the global load bearing mechanism during fire by providing critical
alternate load-paths including tensile membrane action. It is desirable, but expensive and …

A structural analysis of the first Cardington test

M Gillie, AS Usmani, JM Rotter - Journal of Constructional Steel Research, 2001 - Elsevier
This paper presents a finite element analysis of the first Cardington test using shell elements
to model the concrete floor slab. The behaviour of these elements is defined using FEAST, a …

[HTML][HTML] Numerical modelling of behaviour of reinforced concrete columns in fire and comparison with Eurocode 2

S Bratina, B Čas, M Saje, I Planinc - International Journal of Solids and …, 2005 - Elsevier
The paper describes a two-step finite element formulation for the thermo-mechanical non-
linear analysis of the behaviour of the reinforced concrete columns in fire. In the first step, the …