Governing Yield Modes for Common Bolted and Nailed Wood Connections

Author:

Tucker Brian J.12234,Pollock David G.12234,Fridley Kenneth J.12234,Peters Jeffery J.12234

Affiliation:

1. Student Member, ASCE

2. Member, ASCE

3. Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Washington State Univ., Pullman, WA 99164-2910.

4. Asst. Prof., Dept. of Civ. and Envir. Engrg., Washington State Univ., Pullman, WA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference6 articles.

1. “ANSI/AF&PA NDS—1997 National Design Specification for wood construction.” (1997). American Forest & Paper Association Washington D.C.

2. Dolan J. D. Gutshall S. T. and McLain T. E. (1995). “Monotonic and cyclic tests to determine short-term load duration performance of nail and bolt connections Vol. I: Summary report.” Rep. No. TE-1994-001 Timber Engrg. Ctr. Virginia Polytechnic Institute and State University Blacksburg Va.

3. Dolan J. D. Gutshall S. T. and McLain T. E. (1996). “Determination of short-term duration-of-load performance of nailed and bolted connection using sequential phased displacement tests Vol. I: Summary report.” Rep. No. TE-1994-003 Timber Engrg. Ctr. Virginia Polytechnic Institute and State University Blacksburg Va.

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