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Volumn 124, Issue 2, 1998, Pages 195-202

Strength and local deformability of wood beneath bolted connectors

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; BOLTED JOINTS; DEFORMATION; INTERFEROMETRY; LAMINATED COMPOSITES; SHEAR STRESS; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; WOODEN CONSTRUCTION;

EID: 0031997434     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:2(195)     Document Type: Article
Times cited : (25)

References (18)
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    • (1986) J. Struct. Engrg. , vol.112 , Issue.9 , pp. 2155-2165
  • 3
    • 0002911252 scopus 로고
    • Load-slip characteristics of nails
    • Foschi, R. O. (1974). "Load-slip characteristics of nails. Wood Sci., 7(1), 69-74.
    • (1974) Wood Sci. , vol.7 , Issue.1 , pp. 69-74
    • Foschi, R.O.1
  • 4
    • 0042725240 scopus 로고
    • Orthotropic elastic properties of wood
    • ASCE
    • Goodman, J. R., and Bodig, J. (1970). "Orthotropic elastic properties of wood." J. Struct. Engrg., ASCE, 96(11), 2301-2319.
    • (1970) J. Struct. Engrg. , vol.96 , Issue.11 , pp. 2301-2319
    • Goodman, J.R.1    Bodig, J.2
  • 8
    • 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
  • 9
    • 11744352579 scopus 로고
    • Design of nailed shear connections
    • London, UK, (Feb)
    • Nicol Smith, C. A. (1972). "Design of nailed shear connections." Proc., Instn. of Civ. Engrs., London, UK, Part 2 (Feb), 369-380.
    • (1972) Proc., Instn. of Civ. Engrs. , Issue.2 PART , pp. 369-380
    • Nicol Smith, C.A.1
  • 10
    • 11744340868 scopus 로고
    • Timber structures - Test methods: Determination of embedding strength and foundation values for dowel type fasteners
    • European Committee for Standardization. Brussels, Belgium
    • PrEN383 - draft of European standard. (1991). "Timber structures - Test methods: Determination of embedding strength and foundation values for dowel type fasteners." European Committee for Standardization. Brussels, Belgium.
    • (1991) PrEN383 - Draft of European Standard
  • 11
    • 11744256534 scopus 로고
    • A review of analytical and empirical models used to predict the strength and stiffness characteristics of timber joints with dowel-type connectors
    • Timber Res. and Development Assn. (TRADA), High Wycombe, Bucks, England
    • Smith, J. (1980). "A review of analytical and empirical models used to predict the strength and stiffness characteristics of timber joints with dowel-type connectors," Res. Rep. 1/80, Timber Res. and Development Assn. (TRADA), High Wycombe, Bucks, England.
    • (1980) Res. Rep. 1/80
    • Smith, J.1
  • 12
    • 0346443097 scopus 로고
    • United States adaptation of European yield model to large diameter dowel fastener specification
    • London
    • Soltis, A., and Wilkinson, T. L. (1991). "United States adaptation of European yield model to large diameter dowel fastener specification." Proc. Int. Timber Engrg. Conf., London, 3.43-3.49.
    • (1991) Proc. Int. Timber Engrg. Conf.
    • Soltis, A.1    Wilkinson, T.L.2
  • 13
    • 0022783896 scopus 로고
    • Bearing strength of bolted joints
    • ASCE
    • Soltis, L. A., Hubbard, F. K., and Wilkinson, T. L. (1986). "Bearing strength of bolted 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
  • 14
    • 0039785081 scopus 로고
    • The bearing strength of wood under bolts
    • U.S. Dept. of Agri. Govt. Printing Ofc., Washington, D.C.
    • Trayer, G. W. (1932). "The bearing strength of wood under bolts." Tech. Bull. 332, U.S. Dept. of Agri. Govt. Printing Ofc., Washington, D.C.
    • (1932) Tech. Bull. 332
    • Trayer, G.W.1
  • 15
    • 0343265896 scopus 로고
    • The derivation of design clauses for nailed and bolted joints in Eurocode 5
    • Int. Council for Build. Res. Studies and Documentation
    • Whale, L. R. S., and Smith, I. (1986). "The derivation of design clauses for nailed and bolted joints in Eurocode 5." Working Commission W-18, Timber Struct., Meeting 19, Int. Council for Build. Res. Studies and Documentation.
    • (1986) Working Commission W-18, Timber Struct., Meeting 19
    • Whale, L.R.S.1    Smith, I.2
  • 16
    • 0042725288 scopus 로고
    • Theoretical lateral resistance of nailed joints
    • ASCE
    • Wilkinson, T. L. (1971). "Theoretical lateral resistance of nailed joints." J. Struct. Engrg., ASCE, 97(5), 1381-1398.
    • (1971) J. Struct. Engrg. , vol.97 , Issue.5 , pp. 1381-1398
    • Wilkinson, T.L.1
  • 17
    • 0001721571 scopus 로고
    • Analysis of nailed joints with dissimilar members
    • ASCE
    • Wilkinson, T. L. (1972). "Analysis of nailed joints with dissimilar members." J. Struct. Engrg., ASCE, 98(9), 2005-2013.
    • (1972) J. Struct. Engrg. , vol.98 , Issue.9 , pp. 2005-2013
    • Wilkinson, T.L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.