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Volumn 2, Issue 2, 1997, Pages 61-67

Cable-stayed bridges - Parametric study

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE CABLES; COMPUTATIONAL METHODS; COMPUTER AIDED ANALYSIS; PARAMETER ESTIMATION; STEEL BEAMS AND GIRDERS; STIFFNESS MATRIX; STRUCTURAL LOADS; STRUCTURAL PANELS; TENSILE TESTING;

EID: 0031140241     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1997)2:2(61)     Document Type: Article
Times cited : (28)

References (13)
  • 2
    • 85033301700 scopus 로고
    • Effect of number of cables and central panel length on the behaviour of cable stayed bridges
    • Int. Assn. of Bridge and Struct. Engrs., Bangalore, India
    • Agrawal, T. P. (1988). "Effect of number of cables and central panel length on the behaviour of cable stayed bridges." Proc., Int. Seminar on Cable Stayed Bridges, Int. Assn. of Bridge and Struct. Engrs., Bangalore, India, I-41-I-50.
    • (1988) Proc., Int. Seminar on Cable Stayed Bridges
    • Agrawal, T.P.1
  • 3
    • 0002297856 scopus 로고
    • Der E-modul von Seilen Unter Beruck - Sichtigung des Durchhanges
    • Ernst, H. J. (1965). "Der E-modul von Seilen Unter Beruck - Sichtigung des Durchhanges." Der Bauingenieur, 40(2), 52-55.
    • (1965) Der Bauingenieur , vol.40 , Issue.2 , pp. 52-55
    • Ernst, H.J.1
  • 4
    • 84930771239 scopus 로고
    • The evolution of cable-stayed bridges - An overall survey
    • Feige, A. (1966). "The evolution of cable-stayed bridges - an overall survey." Acier-Stahl-Steel, 12, 113-122.
    • (1966) Acier-Stahl-Steel , vol.12 , pp. 113-122
    • Feige, A.1
  • 6
    • 0007841730 scopus 로고
    • Load balancing analysis of cable-stayed bridges
    • ASCE
    • Lazer, B. K., Troitsky, M. S., and McDougloss, M. (1972). "Load balancing analysis of cable-stayed bridges." J. Struct. Div., ASCE, 98(8), 1725-1740.
    • (1972) J. Struct. Div. , vol.98 , Issue.8 , pp. 1725-1740
    • Lazer, B.K.1    Troitsky, M.S.2    McDougloss, M.3
  • 8
    • 5644241447 scopus 로고
    • The single plane cable-stayed girder bridges: A method of analysis suitable for computer use
    • London, England
    • Smith, B. S. (1967). "The single plane cable-stayed girder bridges: a method of analysis suitable for computer use." Proc., Inst. of Civ. Engrs., London, England, 37, 183-194.
    • (1967) Proc., Inst. of Civ. Engrs. , vol.37 , pp. 183-194
    • Smith, B.S.1
  • 9
    • 5644264238 scopus 로고
    • A linear method of analysis for double plane cable-stayed girder bridges
    • London, England
    • Smith, B. S. (1968). "A linear method of analysis for double plane cable-stayed girder bridges." Proc. Inst. of Civ. Engrs., London, England, 39, 85-94.
    • (1968) Proc. Inst. of Civ. Engrs. , vol.39 , pp. 85-94
    • Smith, B.S.1
  • 10
    • 0006410078 scopus 로고
    • Analysis of cable-stayed girder bridges
    • ASCE
    • Tang, M.-C. (1971). "Analysis of cable-stayed girder bridges." J. Struct. Div., ASCE, 97(5), 1481-1496.
    • (1971) J. Struct. Div. , vol.97 , Issue.5 , pp. 1481-1496
    • Tang, M.-C.1
  • 11
    • 5644254995 scopus 로고
    • Cable-stayed bridges in Germany
    • The British Constructional Steelwork Association Ltd., London, England
    • Thul, H. (1966). "Cable-stayed bridges in Germany." Proc., Conf. on Struct. Steelwork, The British Constructional Steelwork Association Ltd., London, England, 69-81.
    • (1966) Proc., Conf. on Struct. Steelwork , pp. 69-81
    • Thul, H.1
  • 12
    • 85033294672 scopus 로고
    • Model investigations of cable-stayed bridges - Structural analysis of the prototype
    • Sir George Williams Univ., Montreal, Canada
    • Troitsky, M. S., and Lazer, B. E. (1970). "Model investigations of cable-stayed bridges - structural analysis of the prototype." Res. Rep., Sir George Williams Univ., Montreal, Canada.
    • (1970) Res. Rep.
    • Troitsky, M.S.1    Lazer, B.E.2
  • 13
    • 0002296757 scopus 로고
    • Die Stromsundbruck
    • Berlin, Germany
    • Wen. (1954). "Die Stromsundbruck." Der Stahlbau, Berlin, Germany, 23(4), 73-76.
    • (1954) Der Stahlbau , vol.23 , Issue.4 , pp. 73-76


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.