Influence of orientation and number of layers on the elastic response and failure modes on CLT floors: modeling and parameter studies

Author:

Franzoni Lorenzo,Lebée Arthur,Lyon Florent,Foret Gilles

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science,Forestry

Reference39 articles.

1. Aicher S, Dill-Langer S (2000) Basic considerations to rolling shear modulus in wooden boards. Tech. rep, Otto Graf Journal

2. ANSI, APA (2012) ANSI/APA PRG 320–2012 Standards for performance-rated cross-laminated timber. ANSI/APA, Tacoma, US

3. Blass H, Fellmoser P (2004a) Design of solid wood panels with cross layers. In: Proocedings of the 8th World Conference on Timber Engineering

4. Blass H, Fellmoser P (2004b) Influence of rolling shear modulus on strength and stiffness of structural bonded timber elements. In: International Council for Research and Innovation in Building and Construction, Working Commission W18

5. Blass H, Gorlacher R (2000) Rolling shear in structural bonded timber elements. In: International conference on wood and wood fiber composites

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