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Volumn 126, Issue 6, 2000, Pages 717-723

Strength and stiffness of oak pegs in traditional timber-frame joints

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EID: 0043075381     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:6(717)     Document Type: Article
Times cited : (65)

References (19)
  • 2
    • 0004119261 scopus 로고
    • American Institute of Timber Construction, Englewood, Colo.
    • AITC. (1994). Timber construction manual, 4th Ed., American Institute of Timber Construction, Englewood, Colo.
    • (1994) Timber Construction Manual, 4th Ed.
  • 3
    • 25944456980 scopus 로고
    • Standard for load and resistance design (LRFD) for engineered wood construction
    • American Society of Civil Engineers, Reston, Va.
    • ASCE. (1995). "Standard for load and resistance design (LRFD) for engineered wood construction." AF&PA/ASCE 16-95, American Society of Civil Engineers, Reston, Va.
    • (1995) AF&PA/ASCE 16-95
  • 8
    • 0031104033 scopus 로고    scopus 로고
    • Characterization of bearing strength factors for pegged timber connections
    • ASCE
    • Church, J. R., and Tew. B. W. (1997). "Characterization of bearing strength factors for pegged timber connections." J. Struct. Engrg., ASCE, 123(3), 326-332.
    • (1997) J. Struct. Engrg. , vol.123 , Issue.3 , pp. 326-332
    • Church, J.R.1    Tew, B.W.2
  • 9
    • 0012409093 scopus 로고
    • Load behavior of connections with pegs I
    • Trans. by M. Peavy and R. Schmidt.
    • Kessel, M. H., and Augustin, R. (1995a). "Load behavior of connections with pegs I." Trans. by M. Peavy and R. Schmidt. Timber Framing, 38, 6-9.
    • (1995) Timber Framing , vol.38 , pp. 6-9
    • Kessel, M.H.1    Augustin, R.2
  • 10
    • 0012409093 scopus 로고
    • Load behavior of connections with pegs II
    • Trans. by M. Peavy and R. Schmidt
    • Kessel, M. H., and Augustin, R. (1995b). "Load behavior of connections with pegs II." Trans. by M. Peavy and R. Schmidt, Timber Framing, 39, 8-10.
    • (1995) Timber Framing , vol.39 , pp. 8-10
    • Kessel, M.H.1    Augustin, R.2
  • 11
    • 0020799139 scopus 로고
    • Bolted wood-joint yield model
    • ASCE
    • McLain, T. E., and Thangjitham, S. (1983). "Bolted wood-joint yield model." J. Struct. Engrg., ASCE, 109(8), 1820-1835.
    • (1983) J. Struct. Engrg. , vol.109 , Issue.8 , pp. 1820-1835
    • McLain, T.E.1    Thangjitham, S.2
  • 17
    • 0022783896 scopus 로고
    • Bearing strength of bolted timber joints
    • ASCE
    • Soltis, L. A., Hubbard, F. K., and Wilkinson, T. L. (1986). "Bearing strength of bolted timber joints." J. Struct. Engrg., ASCE, 112(9), 2141-2154.
    • (1986) J. Struct. Engrg. , vol.112 , Issue.9 , pp. 2141-2154
    • Soltis, L.A.1    Hubbard, F.K.2    Wilkinson, T.L.3
  • 18
    • 0346443097 scopus 로고
    • United States application of European yield model to large-diameter dowel fastener specification
    • TRADA. London
    • Soltis, L. A., and Wilkinson, T. L. (1991). "United States application of European yield model to large-diameter dowel fastener specification." Proc., 1991 Int. Timber Engrg. Conf., TRADA. London, Vol. 3, 43-49.
    • (1991) Proc., 1991 Int. Timber Engrg. Conf. , vol.3 , pp. 43-49
    • Soltis, L.A.1    Wilkinson, T.L.2
  • 19
    • 0003655867 scopus 로고
    • Agricultural Handbook No. 72, U.S. Forest Products Laboratory, Madison, Wis.
    • USFPL. (1974). Wood handbook: Wood as an engineering material. Agricultural Handbook No. 72, U.S. Forest Products Laboratory, Madison, Wis.
    • (1974) Wood Handbook: Wood as an Engineering Material


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