Behavior and modeling of wood-pegged timber frames

Journal of Structural Engineering

Volumn 125, Issue 1, 1999, Pages 3-9

  Bulleit, William M ^a   Sandberg, L Bogue ^a   Drewek, Matthew W ^b   O'Bryant, Tonia L ^c  

^a MICHIGAN TECHNOLOGICAL UNIVERSITY   (United States)

^b Cleveland Cliffs Inc   (United States)

^c BLACK AND VEATCH   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

GRAVITATIONAL EFFECTS; LOAD TESTING; SHEAR DEFORMATION; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

TIMBER CONNECTIONS; WOOD-PEGGED TIMBER FRAMES;

WOODEN CONSTRUCTION;

EID: 0032647766     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:1(3)     Document Type: Article

References (18)

1. Bathe, K.-J., Wilson, E. L., and Peterson, F. E. (1973). SAP IV: a structural analysis program for static and dynamic response of linear systems. National Technical Information Service, Springfield, Va.
2. Benson, T., and Gruber, J. (1980). Building the timber frame house. Charles Scribner's Sons, New York.
3. Brungraber, R. L. (1985). "Traditional timber joinery: a modern analysis," PhD dissertation, Stanford University, Palo Alto, Calif.
4. Bulleit, W. M., Sandberg, L. B., O'Bryant, T. L., Weaver, D. A., and Pattison, W. E. (1996). "Analysis of frames with traditional timber connections." Proc., 1996 Int. Wood Engrg. Conf., Vol. 4, Omnipress, Madison, Wis., 232-239.
5. Drewek, M. W. (1997). "Modeling the behavior of traditional timber frames," MS thesis, Michigan Technological University, Houghton, Mich.
6. Ghali, A., and Neville, A. M. (1972). Structural analysis: a unified classical and matrix approach. International Textbook Co., Scranton, Pa.
7. Kessel, M. H., and Augustin, R. (1995a). "Load behavior of connections with pegs I." M. Peavy and R. Schmidt, translators, Timber Framing, 38, 6-9.
8. Kessel, M. H., and Augustin, R. (1995b). "Load behavior of connections with pegs II." M. Peavy and R. Schmidt, translators, Timber Framing, 39, 8-10.
9. Kessel, M. H., Speich, M., and Hinkes, F.-J. (1988). "The reconstruction of an eight-floor timber frame house at Hildesheim (FRG)." Proc., 1988 Int. Timber Engrg. Conf., Forest Products Research Society, Madison, Wis., 415-421.
10. O'Bryant, T. L. (1996). "Modeling the behavior of pegged timber connections," MS thesis, Michigan Technological University, Houghton, Mich.
11. Reid, E. H. (1997). "Behavior of wood pegs in traditional timber frame connections," MS thesis, Michigan Technological University, Houghton, Mich.
12. Sandberg, L. B., Bulleit, W. M., O'Bryant, T. L., Postlewaite, J. J., and Schaffer, J. J. (1996). "Experimental investigation of traditional timber connections." Proc., 1996 Int. Wood Engrg. Conf., Vol. 4, Omnipress, Madison, Wis., 225-231.
13. SAP90: a series of computer programs for the finite element analysis of structures. (1992). Computer and Structures, Inc., Berkeley, Calif.
14. Schmidt, R. J., and MacKay, R. B. (1997). Timber frame tension joinery. University of Wyoming, Laramie, Wyo.
15. Supplement to the national design specification for wood construction. (1991). National Forest Products Association, Washington, D.C.
16. Timber construction manual. (1994). 4th Ed., American Institute of Timber Construction, Englewood, Colo.
17. Timber frame joinery and design workbook. (1995). Timber Framers Guild of North America, Bellingham, Wash.
18. Weaver, D. A. (1993). "Modeling the behavior of traditionally connected timber frames," MS thesis, Michigan Technological University, Houghton, Mich.