An experimental study of the stiffness and strength of cross-laminated timber wall-to-floor connections under compression perpendicular to the grain-Reference-Cited by-同舟云学术

An experimental study of the stiffness and strength of cross-laminated timber wall-to-floor connections under compression perpendicular to the grain

Published:2022-11 Issue: Volume:271 Page:114850
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Schweigler Michael^ORCID,Akter Shaheda T.,Sabaa Stephen,Bader Thomas K.

Funder

Svenska Forskningsrådet Formas

Formas

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Cross laminated timber (CLT) in compression perpendicular to plane: Testing, properties, design and recommendations for harmonizing design provisions for structural timber products;Brandner;Eng Struct,2018

2. Eurocode 5: Design of timber structures – Part 1- 1: General – Common rules and rules for buildings,2004

3. Damkilde L, Hoffmeyer P, Pedersen TN. Compression strength perpendicular to grain of structural timber and glulam. In: International council for research and innovation in building and construction, working commission W18–timber structures, meeting 31, CIB-W18/31-6-4. Savonlinna, Finland; 1998.

4. Structural timber and glulam in compression perpendicular to grain;Hoffmeyer;Eur J Wood Wood Prod,2000

5. Compression strength perpendicular to grain in cross-laminated timber (CLT);Serrano,2010

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