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

Author:

Audebert M.,Dhima D.,Taazount M.,Bouchaïr A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. EN 1995-1-2 (Eurocode 5). Design of timber structures. Part 1–2: General rules – structural fire design. CEN TC 250-SC5, Brussels; 2004.

2. Fire performance of timber construction;Buchanan;Prog Struct Eng Mater,2000

3. König J, Fontana M. The performance of timber connections in fire-test results and rules of Eurocode 5. In: Aicher A, Reinhardt HW, editors. Proceedings of the international RILEM symposium. RILEM Publications; 2001. p. 639–48.

4. Doyle DV. Performance of joints with eight bolts in laminated Douglas-fir; Res. Pap. FPL-RP-10. Madison (WI): US Department of Agriculture, Forest Service, Forest Products Laboratory; 1964. 31p.

5. Load distribution among bolts parallel to load;Wilkinson;ASCE J Struct Eng,1986

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