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Volumn , Issue , 2001, Pages

Reliability of poles in NESC grade C construction

Author keywords

[No Author keywords available]

Indexed keywords

ELECTRIC CODES; ELECTRIC LOADS; POLES; STEEL STRUCTURES; WOODEN CONSTRUCTION;

EID: 0035783729     PISSN: 07347464     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (7)

References (15)
  • 1
    • 0003942370 scopus 로고    scopus 로고
    • ANSI C2, IEEE. New York, NY: Edition
    • National Electric Safety Code. ANSI C2, IEEE. New York, NY: 1997 Edition.
    • (1997) National Electric Safety Code
  • 3
    • 0012021181 scopus 로고    scopus 로고
    • Correspondence with North American Wood Pole Coalition, American Iron and Steel Institute, Washington, DC
    • AISI response to north american wood pole coalition, 1998, Correspondence with North American Wood Pole Coalition, American Iron and Steel Institute, Washington, DC.
    • (1998) AISI response to north american wood pole coalition
  • 4
    • 0032140258 scopus 로고    scopus 로고
    • Reliability analysis of transmission structures including nonlinear effects
    • August
    • H.J. Dagher, Q. Lu and H. Peyrot, Reliability analysis of transmission structures including nonlinear effects, ASCE Journal of Structural Engineering, August 1998.
    • (1998) ASCE Journal of Structural Engineering
    • Dagher, H.J.1    Lu, Q.2    Peyrot, H.3
  • 5
    • 0027335017 scopus 로고
    • System realibility analysis of transmission lines
    • July
    • H.J. Dagher and Q. Lu, System realibility analysis of transmission lines, Engineering Structures, vol. 15, no. 4, July 1993.
    • (1993) Engineering Structures , vol.15 , Issue.4
    • Dagher, H.J.1    Lu, Q.2
  • 6
    • 0012081038 scopus 로고
    • Structural system re liability of transmission lines
    • Final Report to the National Science Foundation and the Electric Power Research Institute, Civil Engineering Dept., Univ. of Maine, May
    • H.J. Dagher, Q. Lu, S. Kulendran, A. Peyrot and M. Maamouri, Structural System Re liability of Transmission Lines. Volume 1: Analysis Methods. Final Report to the National Science Foundation and the Electric Power Research Institute, Civil Engineering Dept., Univ. of Maine, May 1993.
    • (1993) Volume 1: Analysis Methods
    • Dagher, H.J.1    Lu, Q.2    Kulendran, S.3    Peyrot, A.4    Maamouri, M.5
  • 7
    • 0012081038 scopus 로고
    • RELIAB. Final Report to the National Science Foundation and the Electric Power Research Institute, Civil Engineering Dept., Univ. of Maine, May
    • H.J. Dagher, P. Lu, S. Kulendran, A. Peyrot and M. Maamouri, Structural System Reliability of Transmission Lines. Volume 2: RELIAB. Final Report to the National Science Foundation and the Electric Power Research Institute, Civil Engineering Dept., Univ. of Maine, May 1993.
    • (1993) Structural System Reliability of Transmission Lines , vol.2
    • Dagher, H.J.1    Lu, P.2    Kulendran, S.3    Peyrot, A.4    Maamouri, M.5
  • 11
    • 0021532099 scopus 로고
    • Reliability-based design of transmission lines
    • A.H. Peyrot and H.J. Dagher, Reliability-based design of transmission lines, Journal of Structural Engineering, vol. 110, no. 11, pp. 2758-2777, 1984.
    • (1984) Journal of Structural Engineering , vol.110 , Issue.11 , pp. 2758-2777
    • Peyrot, A.H.1    Dagher, H.J.2
  • 13
    • 0012022680 scopus 로고    scopus 로고
    • The effect of material strength variabilities on the development of equivalent overload factors
    • NESC White Paper. Piscataway, NJ, October 20
    • H.M. Rollins NESC White Paper. The Effect of Material Strength Variabilities on the Development of Equivalent Overload Factors," presented at the NESC Subcommittee 5 Meeting, Piscataway, NJ, October 20, 1998.
    • (1998) NESC Subcommittee 5 Meeting
    • Rollins, H.M.1
  • 15
    • 84883640279 scopus 로고
    • Design of steel transmission pole structures
    • American Society of Civil Engineers, New York, NY
    • Design of Steel Transmission Pole Structures, ASCE Manual Number 72, American Society of Civil Engineers, New York, NY, 1990.
    • (1990) ASCE Manual Number , vol.72


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.