Numerical damage prediction in dowel connections of wooden structures-Reference-Cited by-同舟云学术

Numerical damage prediction in dowel connections of wooden structures

Published:2015-04-19 Issue:5 Volume:49 Page:1829-1840
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Khelifa M.,Khennane A.,El Ganaoui M.,Celzard A.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1617/s11527-015-0615-5.pdf

Reference27 articles.

1. Johansen K (1949) Theory of timber connections, vol 9. International association for bridge and structural engineering (IABSE) Publication, Bern, pp 249–262

2. Eurocode 5: design of timber structures—part 1–1: general—common rules and rules for buildings. Brussels (2010)

3. Quenneville P, Mohammad M (2000) On the failure modes and strength of steel wood-steel bolted timber connections loaded parallel-to-grain. Can J Civ Eng 27:761–773

4. Stahl DC, Wolfe RW, Begel M (2004) Improved analysis of timber rivet connections. J Struct Eng ASCE 130:1272–1279

5. Zarnani P, Quenneville P (2014) Strength of timber connections under potential failure modes: an improved design procedure. Constr Build Mater 60:81–90

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