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Volumn 4, Issue 3, 1999, Pages 194-203

Elastic-plastic seismic behavior of long span cable-stayed bridges

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ELASTOPLASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0032680835     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1999)4:3(194)     Document Type: Article
Times cited : (94)

References (17)
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    • (1991) J. Struct. Engrg., ASCE , vol.117 , Issue.11 , pp. 3456-3476
    • Abdel-Ghaffar, A.M.1    Nazmy, A.S.2
  • 2
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    • Kinematic soil-structural interaction for long-span cable-supported bridges
    • Betti, R., Abdel-Ghaffar, A. M., and Nazmy, A. S. (1993). "Kinematic soil-structural interaction for long-span cable-supported bridges." Earthquake Engrg. and Struct. Dyn., 22(5), 415-430.
    • (1993) Earthquake Engrg. and Struct. Dyn. , vol.22 , Issue.5 , pp. 415-430
    • Betti, R.1    Abdel-Ghaffar, A.M.2    Nazmy, A.S.3
  • 3
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    • Seismic response of modern suspension bridges to asynchrous longitudinal and lateral ground motion
    • London
    • Dumanoglu, A. A., and Stevern, R. T. (1989). "Seismic response of modern suspension bridges to asynchrous longitudinal and lateral ground motion." Proc., Instn. Civ. Engrs., London, Part 2, 73-86.
    • (1989) Proc., Instn. Civ. Engrs. , Issue.PART 2 , pp. 73-86
    • Dumanoglu, A.A.1    Stevern, R.T.2
  • 4
    • 0002297856 scopus 로고
    • Der E-modul von seilen unter berucksienhtigung des durchanges
    • in German
    • Ernst, J. H. (1965). "Der E-modul von seilen unter berucksienhtigung des durchanges." Der Bauingenieur, 40(2), 52-55 (in German).
    • (1965) Der Bauingenieur , vol.40 , Issue.2 , pp. 52-55
    • Ernst, J.H.1
  • 6
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    • Structural damping estimation for long-span bridges
    • Jones, N. P., and Spartz, C. A. (1990). "Structural damping estimation for long-span bridges." J. Engrg. Mech., ASCE, 117(11), 2414-2433.
    • (1990) J. Engrg. Mech., ASCE , vol.117 , Issue.11 , pp. 2414-2433
    • Jones, N.P.1    Spartz, C.A.2
  • 7
    • 0025594828 scopus 로고
    • Seismic damage assessment based on different hysteretic rulers
    • Loh, C. H., and Ho, R. C. (1990). "Seismic damage assessment based on different hysteretic rulers." Earthquake Engrg. and Struct. Dyn., 19, 753-771.
    • (1990) Earthquake Engrg. and Struct. Dyn. , vol.19 , pp. 753-771
    • Loh, C.H.1    Ho, R.C.2
  • 8
    • 0025199609 scopus 로고
    • Non-linear earthquake-response analysis of long-span cable-stayed bridges: Theory
    • Nazmy, A. S., and Abdel-Ghaffar, A. M. (1990a). "Non-linear earthquake-response analysis of long-span cable-stayed bridges: Theory." Earthquake Engrg. and Struct. Dyn., 19, 45-62.
    • (1990) Earthquake Engrg. and Struct. Dyn. , vol.19 , pp. 45-62
    • Nazmy, A.S.1    Abdel-Ghaffar, A.M.2
  • 9
    • 0025199618 scopus 로고
    • Non-linear earthquake-response analysis of long-span cable-stayed bridges: Applications
    • Nazmy, A. S., and Abdel-Ghaffar, A. M. (1990b). "Non-linear earthquake-response analysis of long-span cable-stayed bridges: Applications." Earthquake Engrg. and Struct. Dyn., 19, 63-76.
    • (1990) Earthquake Engrg. and Struct. Dyn. , vol.19 , pp. 63-76
    • Nazmy, A.S.1    Abdel-Ghaffar, A.M.2
  • 10
    • 0025664248 scopus 로고
    • Three-dimensional nonlinear static analysis of cable-stayed bridges
    • Nazmy, A. S., and Abdel-Ghaffar, A. M. (1990c). "Three-dimensional nonlinear static analysis of cable-stayed bridges." Comp. and Struct., 34(2), 257-271.
    • (1990) Comp. and Struct. , vol.34 , Issue.2 , pp. 257-271
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  • 11
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    • (1972) J. Struct. Div., Asce , vol.98 , Issue.9 , pp. 2079-2095
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  • 13
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    • Dept. of Civ. Engrg., Nagoya Institute of Technology
    • Ren, W. X. (1997). "Nonlinear static and seismic behaviors of long span cable-stayed bridges." Res. Rep. No. 2, Dept. of Civ. Engrg., Nagoya Institute of Technology.
    • (1997) Res. Rep. No. 2 , vol.2
    • Ren, W.X.1
  • 14
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    • (1999) J. Bridge Engrg., ASCE , vol.4 , Issue.1 , pp. 30-37
    • Ren, W.X.1
  • 16
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  • 17
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.