Fully Overlapping Nailed Joints with Steel Gussets in Timber Structures-Reference-Cited by-同舟云学术

Fully Overlapping Nailed Joints with Steel Gussets in Timber Structures

Published:2005-05 Issue:5 Volume:131 Page:806-815
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Porteous Alexander¹²,Kermani Abdy¹²

Affiliation:

1. Director, Jack Porteous Consultancy, St. Andrews, Scotland, UK

2. Reader and R&D Consultant in Timber Engineering, School of the Built Environment, Napier Univ., Edinburgh EH10 5DT, Scotland, UK

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%290733-9445%282005%29131%3A5%28806%29

Reference19 articles.

1. British Standards Institution (BSI). (1974). “Part 1 specification for nails.” BS 1202 London.

2. British Standards Institution (BSI). (1991). “Timber structures—Joints made with mechanical fasteners—General principles for the determination of strength and deformation characteristics.” BS EN 26891 London.

3. British Standards Institution (BSI). (1993). “Hot rolled products of non-alloy structural steels.” BS EN 10 025 London.

4. British Standards Institution (BSI). (1995). “Structural timber—Determination of characteristic values of mechanical properties and density.” EN 384 London.

5. British Standards Institution (BSI). (1996). “Part 2: Structural use of timber—Code of practice for permissible stress design materials and workmanship.” BS 5268 London.

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