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Volumn 50, Issue 1, 2000, Pages 74-80

Comparison of actual vs. simulated failure distributions of flexural wood specimens subject to 5-day load sequences

Author keywords

[No Author keywords available]

Indexed keywords

DAMAGE ACCUMULATION MODELS;

EID: 0033640580     PISSN: 00157473     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (3)

References (18)
  • 1
    • 0018060555 scopus 로고
    • Duration of load and failure probability in wood. Part I. Modeling creep rupture
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    • (1978) Canadian J. of Civil Engineering , vol.5 , Issue.4 , pp. 505-514
    • Barrett, J.D.1    Foschi, R.O.2
  • 2
    • 0018109562 scopus 로고
    • Duration of load and failure probability in wood. Part II. Constant, ramp, and cyclic loading
    • _ and _. 1978. Duration of load and failure probability in wood. Part II. Constant, ramp, and cyclic loading. Canadian J. of Civil Engineering 5(4).515-532.
    • (1978) Canadian J. of Civil Engineering , vol.5 , Issue.4 , pp. 515-532
  • 4
    • 0005890774 scopus 로고
    • A chemical kinetics approach to the duration-of-load problem in wood
    • Caulfield, D.F. 1985. A chemical kinetics approach to the duration-of-load problem in wood. Wood and Fiber Sci. 17(4):504-521.
    • (1985) Wood and Fiber Sci. , vol.17 , Issue.4 , pp. 504-521
    • Caulfield, D.F.1
  • 5
    • 0020153936 scopus 로고
    • Load-duration effects in western hemlock lumber
    • Foschi, R.O., and J.D. Barrett. 1982. Load-duration effects in western hemlock lumber. ASCE J. of the Structural Division 108(7): 1494-1510.
    • (1982) ASCE J. of the Structural Division , vol.108 , Issue.7 , pp. 1494-1510
    • Foschi, R.O.1    Barrett, J.D.2
  • 6
    • 3343014978 scopus 로고
    • Rept. by Working Commission W18 - Timber Structure, International Council for Building Research Studies and Documentation, Florence, Italy
    • _ and Z.C. Yao. 1986. Another look at three duration of load models. Rept. by Working Commission W18 - Timber Structure, International Council for Building Research Studies and Documentation, Florence, Italy.
    • (1986) Another Look at Three Duration of Load Models
    • Yao, Z.C.1
  • 8
    • 1542667086 scopus 로고    scopus 로고
    • Effect of 85 years of service on mechanical properties of timber roof members. Part 2. Cumulative damage analysis
    • _, J.B. Mitchell, M.O. Hunt, and J.F. Senft. 1996. Effect of 85 years of service on mechanical properties of timber roof members. Part 2. Cumulative damage analysis. Forest Prod. J. 46(6):85-90.
    • (1996) Forest Prod. J. , vol.46 , Issue.6 , pp. 85-90
    • Mitchell, J.B.1    Hunt, M.O.2    Senft, J.F.3
  • 9
    • 1542718143 scopus 로고
    • Pair matching and strength prediction of lumber
    • Gerhards, C.C. 1976. Pair matching and strength prediction of lumber. Wood Sci. 8(3):180-187.
    • (1976) Wood Sci. , vol.8 , Issue.3 , pp. 180-187
    • Gerhards, C.C.1
  • 10
    • 0009726529 scopus 로고
    • Time-related effects of loading on wood strength: A linear cumulative damage theory
    • _. 1979. Time-related effects of loading on wood strength: A linear cumulative damage theory. Wood Sci. 11(3):139-144.
    • (1979) Wood Sci. , vol.11 , Issue.3 , pp. 139-144
  • 11
    • 0022661714 scopus 로고
    • Effect of loading rate on bending strength of Douglasfir 2 by 4's
    • _ and C.L. Link. 1986. Effect of loading rate on bending strength of Douglasfir 2 by 4's. Forest Prod. J. 36(2):63-66.
    • (1986) Forest Prod. J. , vol.36 , Issue.2 , pp. 63-66
    • Link, C.L.1
  • 13
    • 0009741081 scopus 로고
    • Duration of load effects in lumber. Part I. A fracture mechanics approach
    • Johns, K. and B. Madsen. 1982. Duration of load effects in lumber. Part I. A fracture mechanics approach. Canadian J. of Civil Engineering 9(4):502-514.
    • (1982) Canadian J. of Civil Engineering , vol.9 , Issue.4 , pp. 502-514
    • Johns, K.1    Madsen, B.2
  • 14
    • 3843101216 scopus 로고
    • Time-dependent mechanical strength of wood structural members
    • Sept. 2-5, London. TRADA, 1991
    • Liu, J.Y. and E.L. Schaffer. 1991. Time-dependent mechanical strength of wood structural members. In: Proc. of the 1991 Inter. Timber Engineering Conf. 1991, Sept. 2-5, London. TRADA, 1991. Vol. 4. pp. 4.164-4.171.
    • (1991) Proc. of the 1991 Inter. Timber Engineering Conf. 1991 , vol.4
    • Liu, J.Y.1    Schaffer, E.L.2
  • 15
    • 0342641693 scopus 로고
    • Stress-strength-lifetime relationship for wood
    • Nielsen, L.F. and K. Kousholt. 1980. Stress-strength-lifetime relationship for wood. Wood and Fiber Sci. 12(3):162-174.
    • (1980) Wood and Fiber Sci. , vol.12 , Issue.3 , pp. 162-174
    • Nielsen, L.F.1    Kousholt, K.2
  • 16
    • 0009692171 scopus 로고
    • Stochastic damage accumulation and probabilistic codified design for wood
    • The Johns Hopkins Univ., Baltimore, Md.
    • Rosowsky, D.V. and B.R. Ellingwood. 1990. Stochastic damage accumulation and probabilistic codified design for wood. Civil Engineering Rept. No. 1990-02-02. The Johns Hopkins Univ., Baltimore, Md.
    • (1990) Civil Engineering Rept. No. 1990-02-02
    • Rosowsky, D.V.1    Ellingwood, B.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.