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Volumn 122, Issue 7, 1996, Pages 804-813

Design of prestressed concrete transmission poles: Optimization approach

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CALCULATIONS; COMPUTER SOFTWARE; CONSTRAINT THEORY; FUNCTIONS; GEOMETRY; OPTIMIZATION; PRESTRESSED CONCRETE; PROBLEM SOLVING; STRUCTURAL DESIGN;

EID: 0030189523     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:7(804)     Document Type: Article
Times cited : (20)

References (17)
  • 2
    • 4243081961 scopus 로고
    • IDE-SIGN user's manual 4.2
    • ODL, Coll. of Engrg., The Univ. of Iowa, Iowa City, Iowa
    • Arora, J. S., Lin, T. C., Elwakeil, O. A., and Huang, M. (1993). "IDE-SIGN user's manual 4.2." Tech. Rep. No. ODL-93.04, ODL, Coll. of Engrg., The Univ. of Iowa, Iowa City, Iowa.
    • (1993) Tech. Rep. No. ODL-93.04
    • Arora, J.S.1    Lin, T.C.2    Elwakeil, O.A.3    Huang, M.4
  • 3
    • 0005342687 scopus 로고
    • ASCE, New York, N.Y.
    • ASCE Task Committee on Updating ASCE Design Guide on Steel Transmission Pole Structures of the Structural Division. (1990). Design of steel transmission pole structures. ASCE, New York, N.Y.
    • (1990) Design of Steel Transmission Pole Structures
  • 4
    • 0004321268 scopus 로고
    • ASCE, New York, N.Y.
    • ASCE Committee on Electrical Transmission Structures of the Committee on Analysis and Design of Structures of the Structural Division. (1991). Guidelines for transmission line structural loading. ASCE, New York, N.Y.
    • (1991) Guidelines for Transmission Line Structural Loading
  • 7
    • 0003406095 scopus 로고
    • McGraw-Hill Book Co., Inc., New York, N.Y.
    • Kirsch, U. (1981). Optimum structural design. McGraw-Hill Book Co., Inc., New York, N.Y.
    • (1981) Optimum Structural Design
    • Kirsch, U.1
  • 8
    • 5644297387 scopus 로고
    • Optimal design of prestressed concrete transmission poles
    • Optimal Des. Lab., Coll. of Engrg., The Univ. of Iowa, Iowa City, Iowa
    • Kocer, F. Y., and Arora, J. S. (1995). "Optimal design of prestressed concrete transmission poles." Tech. Rep. No. ODL-95.13, Optimal Des. Lab., Coll. of Engrg., The Univ. of Iowa, Iowa City, Iowa.
    • (1995) Tech. Rep. No. ODL-95.13
    • Kocer, F.Y.1    Arora, J.S.2
  • 9
    • 0023248086 scopus 로고
    • A numerical study of wind-induced tower vibrations
    • Krauthemmer, T. (1987). "A numerical study of wind-induced tower vibrations." Comp. and Struct., 26(1/2), 223-241.
    • (1987) Comp. and Struct. , vol.26 , Issue.1-2 , pp. 223-241
    • Krauthemmer, T.1
  • 11
    • 0003856513 scopus 로고
    • Bureau of Standards, Washington, D.C.
    • National electrical safety code. (1977). Bureau of Standards, Washington, D.C.
    • (1977) National Electrical Safety Code
  • 13
    • 0020750220 scopus 로고
    • Guide for design of prestressed concrete poles
    • PCI Committee on Prestressed Concrete Poles. (1983). "Guide for design of prestressed concrete poles." PCI J., 28(3), 22-88.
    • (1983) PCI J. , vol.28 , Issue.3 , pp. 22-88
  • 14
    • 5644298962 scopus 로고
    • Prestressed Concrete Inst., Chicago, Ill.
    • PCI Industry Handbook Committee. (1992). Design Handbook. 4th Ed., Prestressed Concrete Inst., Chicago, Ill.
    • (1992) Design Handbook. 4th Ed.
  • 15
    • 0021515216 scopus 로고
    • Probabilistic design of transmission line structures
    • ASCE
    • Peyrot, A. H., and Dagher, H. J. (1984a). "Probabilistic design of transmission line structures." J. Struct. Engrg., ASCE, 110(11), 2513-2518.
    • (1984) J. Struct. Engrg. , vol.110 , Issue.11 , pp. 2513-2518
    • Peyrot, A.H.1    Dagher, H.J.2
  • 16
    • 0021532099 scopus 로고
    • Reliability-based design of transmission lines
    • ASCE
    • Peyrot, A. H., and Dagher, H. J. (1984b). "Reliability-based design of transmission lines." J. Struct. Engrg., ASCE, 110(11), 2758-2777.
    • (1984) J. Struct. Engrg. , vol.110 , Issue.11 , pp. 2758-2777
    • Peyrot, A.H.1    Dagher, H.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.