Wood Block Tear-Out Resistance and Failure Modes of Timber Rivet Connections: A Stiffness-Based Approach-Reference-Cited by-同舟云学术

Wood Block Tear-Out Resistance and Failure Modes of Timber Rivet Connections: A Stiffness-Based Approach

Published:2014-02 Issue:2 Volume:140 Page:04013055
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zarnani Pouyan¹,Quenneville Pierre²

Affiliation:

1. Ph.D. Candidate in Structural Timber Engineering, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Auckland, 20 Symonds St., CBD, Private Bag 92019, Auckland 1142, New Zealand (corresponding author).

2. Professor of Timber Design, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Auckland, 20 Symonds St., CBD, Private Bag 92019, Auckland 1142, New Zealand.

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.0000840

Reference22 articles.

1. Begel M. Wolfe R. W. and Stahl D. C. (2004). “Timber rivet connections in US domestic species.” Research Paper FPL-RP-619 U.S. Dept. Agriculture Forest Products Laboratory Madison WI.

2. Glulam rivets in radiata pine

3. Canadian Standards Association (CSA). (2009). “Engineering design in wood (limit states design).” CAN/CSA-O86.09 Mississauga Ontario Canada.

4. European Committee for Standardization (CEN). (1998). “Eurocode 5—Design of timber structures.” EN 1995-1-1:1998 Brussels Belgium.

5. European Committee for Standardization (CEN). (2004). “Eurocode 5—Design of timber structures.” EN 1995-1-1:2004 Brussels Belgium.

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