Review and analysis of fire resistance tests of timber members in bending, tension and compression with respect to the Reduced Cross-Section Method

Author:

Schmid Joachim,Klippel Michael,Just Alar,Frangi Andrea

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference53 articles.

1. The Reduced Cross-Section Method for the design of timber structures exposed to fire-background, limitations and new developments;Schmid;Struct. Eng. Int.,2012

2. EN 1995-1-2: Design of Timber Structures – Part 1-2: General – Structural Fire Design, CEN, European Committee for Standardization, Brussels, 2004.

3. EN 1995-1-1: Design of Timber Structures – Part 1-1: General – Common Rules and Rules for Buildings, CEN, European Committee for Standardization, Brussels, 2004.

4. E.L. Schaffer, Forest products L, strength validation and fire endurance of glued-laminated timber beams, U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, Madison, WI, 1986.

5. M. Klippel, J. Schmid, A. Frangi, The Reduced Cross-Section Method for timber members subjected to compression, tension and bending in fire, International Council for Research and Innovation in Building and Construction, Working Commission W18 – Timber Structures, Meeting 45 (CIB-W18 Meeting 2012), Växjö, Sweden, 2012, pp. CIB-W18/45-16-1.

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