Ductile Design of Glued-Laminated Timber Beams-Reference-Cited by-同舟云学术

Ductile Design of Glued-Laminated Timber Beams

Published:2009-08 Issue:3 Volume:14 Page:113-122
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Tomasi Roberto¹²³,Parisi Maria Adelaide¹²³,Piazza Maurizio¹²³

Affiliation:

1. Research Fellow, Dept. of Mechanical & Structural Engineering, Univ. of Trento, Via Mesiano 77, 38050 Trento, Italy.

2. Associate Professor, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milano, Italy.

3. Professor, Dept. of Mechanical & Structural Engineering, Univ. of Trento, Via Mesiano 77, 38100 Trento, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282009%2914%3A3%28113%29

Reference24 articles.

1. American Institute of Timber Construction. (1996). Standard specifications for structural glued laminated timber of hardwood species AITC 119-96 Englewood Colo.

2. American Institute of Timber Construction. (2004). Standard specifications for structural glued laminated timber of softwood species AITC 117-2004 Englewood Colo.

3. Bazan I. M. (1980). “Ultimate bending strength of timber beams.” Ph.D. thesis Nova Scotia Technical College Halifax Canada.

4. Design considerations for laminated wood beams composed of two species;Biblis E. J.;For. Prod. J.,1966

5. Brunner M. and Schnüringer M. (2002). “Towards a future with ductile timber beams.” Proc. 7th World Conference on Timber Engineering WCTE (CD-ROM) Shah Alam Selangor Darul Ehsan Malaysia.

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