Improved Analysis of Timber Rivet Connections-Reference-Cited by-同舟云学术

Improved Analysis of Timber Rivet Connections

Published:2004-08 Issue:8 Volume:130 Page:1272-1279
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stahl Douglas C.¹,Wolfe Ronald W.²,Begel Marshall³

Affiliation:

1. Associate Professor, Architectural Engineering and Building Construction, Milwaukee School of Engineering, 1025 North Broadway, Milwaukee, WI 53202.

2. Research General Engineer, U.S.D.A. Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI 53706.

3. Civil Engineer, U.S.D.A. Forest Products Laboratory, One Gifford Pinchot Dr., Madison, WI 53706.

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%282004%29130%3A8%281272%29

Reference14 articles.

1. American Forest and Paper Association (AFPA). (1999). “General dowel equations for calculating lateral connection values.” Technical Rep. 12 Washington D.C.

2. American Society for Testing and Materials (ASTM). (1998). “Standard test methods for establishing clear wood strength values.” D 2555-98 Philadelphia.

3. Aune P. and Patton-Mallory M. (1986). “Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development.” Research Paper FPL 469 U.S. Department of Agriculture Forest Products Laboratory. Madison Wis.

4. Begel M. Wolfe R. and Stahl D. C. (2004). “Timber rivit connections in U.S. domestic species.” Research paper FPL-RP-619 U.S. Department of Agriculture Forest Products Laboratory Madison Wis.

5. Glulam rivets in radiata pine

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