Structural Connections for Small-Diameter Poles-Reference-Cited by-同舟云学术

Structural Connections for Small-Diameter Poles

Published:2013-11 Issue:11 Volume:139 Page:2003-2009
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Morgado Telmo F. M.¹,Dias Alfredo M. P. G.²,Machado José S.³,Negrão João H.⁴

Affiliation:

1. Ph.D. Candidate, Dept. de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos, Pólo II da Universidade, 3030-788 Coimbra, Portugal (corresponding author).

2. Assistant Professor, Dept. de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos, Pólo II da Universidade, 3030-788 Coimbra, Portugal.

3. Officer Researcher, Laboratório Nacional de Engenharia Civil (LNEC), Núcleo de Estruturas de Madeira, Av. do Brasil, 101, 1700, 066 Lisboa, Portugal.

4. Aggregate Professor, Dept. de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade de Coimbra, Rua Luís Reis Santos, Pólo II da Universidade, 3030-788 Coimbra, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000752

Reference22 articles.

1. Burton R. Dickson M. and Harris R. (1998). “The use of roundwood thinnings in buildings: A case study.” Build. Res. Inf. 26(2) 76–93.

2. European Committee for Standardization (CEN). (1991). “Timber structures: Joints made with mechanical fasteners: General principles for the determination of strength and deformaton characteristics.” EN-26891 Brussels Belgium.

3. European Committee for Standardization (CEN). (2002). “Design of timber structures Part 1-1.” Eurocode 5 Brussels Belgium.

4. European Committee for Standardization (CEN). (2003). “Design of timber structures Part 2.” Eurocode 5 Brussels Belgium.

5. Influence of the geometric and material characteristics on the strength of glued joints made in chestnut timber

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