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Volumn , Issue , 2006, Pages

Achieved reliability of the North American design approaches for transmission overhead structures

Author keywords

CSA C22.3; Deterministic; Lattice steel tower; NESC C2; Reliability index; Reliability based design; Steel pole; Structural reliability; Transmission structures; Wood H frame

Indexed keywords

CHEMICAL SHIFT; ELECTRIC CURRENTS; ELECTRIC POWER SYSTEMS; IRON; MAGNETIC ANISOTROPY; POWER TRANSMISSION; PROBABILITY; STANDARDS; STEEL; WOODEN BUILDINGS;

EID: 46149124098     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1109/PMAPS.2006.360416     Document Type: Conference Paper
Times cited : (7)

References (14)
  • 1
    • 46149101266 scopus 로고    scopus 로고
    • CSA C22.3 No. 1 -Overhead System, 2001.
    • CSA C22.3 No. 1 -Overhead System, 2001.
  • 2
    • 46149086390 scopus 로고    scopus 로고
    • NESC C2, National Electrical Safety Code, 2002.
    • NESC C2, National Electrical Safety Code, 2002.
  • 3
    • 46149105256 scopus 로고    scopus 로고
    • Draft ASCE/SEI, Reliability-Based Design of Utility Pole Structure, 2005.
    • Draft ASCE/SEI, Reliability-Based Design of Utility Pole Structure, 2005.
  • 4
    • 46149090865 scopus 로고    scopus 로고
    • Assessing Design Approaches for Overhead Transmission Lines Under Climatic Loads for New Projects as well as for Verification of Lines to be Upgraded
    • No. T003700-3301, Montreal, Canada, May
    • Bhuyan, G.S., Li, H., and Foschi, R.O., "Assessing Design Approaches for Overhead Transmission Lines Under Climatic Loads for New Projects as well as for Verification of Lines to be Upgraded", CEA Technologies Report No. T003700-3301, Montreal, Canada, May 2003.
    • (2003) CEA Technologies Report
    • Bhuyan, G.S.1    Li, H.2    Foschi, R.O.3
  • 6
    • 46149102976 scopus 로고    scopus 로고
    • On the Variability of Mechanical Properties of Materials for Transmission Line Steel Towers
    • April
    • Menezes, R. and Ferreira de Silva, J. B., "On the Variability of Mechanical Properties of Materials for Transmission Line Steel Towers", Electra No. 189, April 2000.
    • (2000) Electra , Issue.189
    • Menezes, R.1    Ferreira de Silva, J.B.2
  • 7
    • 46149107105 scopus 로고    scopus 로고
    • ASCE -72- Design of Steel Transmission Pole Structures, 1990.
    • ASCE -72- Design of Steel Transmission Pole Structures, 1990.
  • 9
    • 46149094884 scopus 로고    scopus 로고
    • CAN/CSA 015, Wood Utility Poles and Reinforcing Stubs, 2005.
    • CAN/CSA 015, Wood Utility Poles and Reinforcing Stubs, 2005.
  • 10
    • 46149119475 scopus 로고    scopus 로고
    • ANSI 05.1, Wood Poles-Specifications and Dimensions, 2002.
    • ANSI 05.1, Wood Poles-Specifications and Dimensions, 2002.
  • 12
    • 46149090165 scopus 로고    scopus 로고
    • Foschi, R.O.; Li, H.; FoIz, B, Yao, F. and Zhang, J. S. RELAN: Software for Reliability Analysis. Department of Civil Engineering, University of British Columbia, Vancouver, B.C., Canada V6T 1Z4, 2000.
    • Foschi, R.O.; Li, H.; FoIz, B, Yao, F. and Zhang, J. S. "RELAN: Software for Reliability Analysis". Department of Civil Engineering, University of British Columbia, Vancouver, B.C., Canada V6T 1Z4, 2000.
  • 13
    • 46149088057 scopus 로고    scopus 로고
    • Draft ASCE-74, Guidelines for Transmission Line Structural Loading, 2001.
    • Draft ASCE-74, Guidelines for Transmission Line Structural Loading, 2001.
  • 14
    • 0004286134 scopus 로고    scopus 로고
    • Design Criteria of Overhead Transmission Lines
    • IEC 60826
    • IEC 60826 - Design Criteria of Overhead Transmission Lines, 2000.
    • (2000)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.