Simplified Design Method for Fire Resistance of Timber Connections

Author:

Audebert M.1,Dhima D.2,Bouchaïr A.3ORCID,Pinoteau N.4

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Lyon, Ecole Nationale d’Ingénieur de Saint-Etienne, Laboratoire de Tribologie et Dynamique des Systèmes, UMR 5513, 58 rue Jean Parot, 42023 Saint-Etienne Cedex 2, France (corresponding author).

2. Research Engineer, Dept. of Civil Engineering, Centre Scientifique et Technique du Bâtiment, 77420 Marne-la-Vallée, France.

3. Professor, Dept. of Civil Engineering, Clermont Univ., Université Blaise Pascal, Institut Pascal, BP 10448, F-63000 Clermont-Ferrand, France; CNRS, UMR 6602, Institut Pascal, F-63171 Aubière, France. ORCID: .

4. Engineer, Dept. of Civil Engineering, Centre Scientifique et Technique du Bâtiment, 77420 Marne-la-Vallée, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Audebert M. 2010. “Approche expérimentale et modélisation du comportement au feu d’assemblages bois sous différents types de solicitations.” Ph.D. thesis Dept. of Civil Engineering Université Blaise Pascal Clermont-Ferrand et CSTB.

2. Proposal for a new formula to predict the fire resistance of timber connections

3. Review of experimental data for timber connections with dowel-type fasteners under standard fire exposure

4. Numerical investigations on the thermo-mechanical behavior of steel-to-timber joints exposed to fire

5. Behavior of dowelled and bolted steel-to-timber connections exposed to fire

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