Reliability of wood connections designed to ASCE 16

Proceedings of the 2004 Structures Congress - Building on the Past: Securing the Future

Volumn , Issue , 2004, Pages 533-540

  Bulleit, William M ^a  

^a Michigan Technological University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ALLOWABLE STRESS DESIGN (ASD); CONNECTION CAPACITY; WOOD CONNECTIONS; WOOD FIBERS;

ENVIRONMENTAL ENGINEERING; RELIABILITY; SHEAR DEFORMATION; STANDARDS; STRUCTURAL LOADS; WOOD PRODUCTS;

CIVIL ENGINEERING;

EID: 3543131364     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. American Forest and Paper Association (AF&PA). (1996). Standard for Load and Resistance Factor Design for Engineered Wood Construction, Washington, DC.
2. Bulleit, W.M. and Decator, D.B. (1996). "Reliability analysis of bolted wood connections." Probabilistic Mechanics and Structural Reliability, ASCE, New York, NY, 326-329.
3. Ellingwood, B. R. (1999). "A comparison of general design and load requirements in building codes in Canada, Mexico, and the United States." Engineering Journal, AISC, Second Quarter: 67-81.
4. McLain, T. E. and Thangjitham, S. (1983). "Bolted wood joint yield model." Journal of Structural Engineering, ASCE, 109(8): 1820-1835.
5. Madsen, H. O., Krenk, S., and Lind, N.C. (1986). Methods of Structural Safety, Prentice-Hall, Inc., Englewood Cliffs, NJ.
6. National Forest Products Association (NFPA). (1986). National Design Specification for Wood Construction, Washington, DC.
7. National Forest Products Association (NFPA). (1991). National Design Specification for Wood Construction, Washington, DC.
8. Soltis, L. A., Hubbard, F. K., and Wilkinson, T. L. (1986) "Bearing strength of bolted timber joint." Journal of Structural Engineering, ASCE, 112(9): 2141-2154.
9. Soltis, L. A. and Wilkinson, T. L. (1991) "United States adaptation of European yield model to large-diameter dowel fastener specification." 1991 International Timber Engineering Conference, TRADA, vol. 3: 3.43-3.49.
10. Wilkinson, T. L. (1992) "Strength of bolted timber connections with steel side plates." Research Paper FPL 513, USDA Forest Service, Forest Products Lab., Madison, WI.
11. Zahn, J. J. (1992) "Reliability of bolted wood connections." Journal of Structural Engineering, ASCE, 118(12), 3362-3376.