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Volumn 124, Issue 11, 1998, Pages 1263-1271

Ductile seismic retrofit of steel deck-truss bridges. II: Design applications

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; DAMPING; DUCTILITY; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; RETROFITTING; STIFFNESS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; STRUCTURAL PANELS; TRUSSES; VIBRATION CONTROL;

EID: 0032207795     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:11(1263)     Document Type: Article
Times cited : (25)

References (12)
  • 3
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    • Limit states of steel structures
    • Rexdale, Ontario, Canada
    • Canadian Standard Association (CSA). (1994). "Limit states of steel structures." Rep. No. CAN/CSA-S16.1-M94, Rexdale, Ontario, Canada.
    • (1994) Rep. No. CAN/CSA-S16.1-M94
  • 4
    • 0024716912 scopus 로고
    • On the design of eccentrically braced frames
    • Engelhardt, M. D., and Popov, E. P. (1989). "On the design of eccentrically braced frames." Earthquake Spectra, 5(3), 495-511.
    • (1989) Earthquake Spectra , vol.5 , Issue.3 , pp. 495-511
    • Engelhardt, M.D.1    Popov, E.P.2
  • 5
    • 0001961918 scopus 로고
    • Use of vertical shear-links in eccentrically braced frames
    • A. A. Balkema, Rotterdam, The Netherlands
    • Fehling, E., Pauli, W., and Bouwkamp, J. G. (1992). "Use of vertical shear-links in eccentrically braced frames." Proc., 10th World Conf. on Earthquake Engrg., Vol. 8, A. A. Balkema, Rotterdam, The Netherlands, 4475-4479.
    • (1992) Proc., 10th World Conf. on Earthquake Engrg. , vol.8 , pp. 4475-4479
    • Fehling, E.1    Pauli, W.2    Bouwkamp, J.G.3
  • 6
    • 0003399423 scopus 로고
    • Design considerations for shear links in eccentrically braced frames
    • Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
    • Malley, J. O., and Popov, E. P. (1983). "Design considerations for shear links in eccentrically braced frames." Rep. No. UCB/EERC-83/24, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
    • (1983) Rep. No. UCB/EERC-83/24
    • Malley, J.O.1    Popov, E.P.2
  • 8
    • 0028678326 scopus 로고
    • Energy dissipation behavior of shear panels made of low yield steel
    • Nakashima, M. (1994). "Energy dissipation behavior of shear panels made of low yield steel." Earthquake Engrg. and Struct. Dyn., 23(12), 1299-1313.
    • (1994) Earthquake Engrg. and Struct. Dyn. , vol.23 , Issue.12 , pp. 1299-1313
    • Nakashima, M.1
  • 9
    • 0003514892 scopus 로고
    • DRAIN-3DX base program description and user guide
    • Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.
    • Prakash, V., Powell, G. H., and Campbell, S. (1994). "DRAIN-3DX base program description and user guide." Rep. No. UCB/SEMM-94/07, Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.
    • (1994) Rep. No. UCB/SEMM-94/07
    • Prakash, V.1    Powell, G.H.2    Campbell, S.3
  • 10
    • 0039533005 scopus 로고
    • Inelastic behavior of eccentrically braced steel frames under cyclic loadings
    • Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
    • Roeder, C. W., and Popov, E. P. (1977). "Inelastic behavior of eccentrically braced steel frames under cyclic loadings." Rep. No. UCB/EERC-77/18, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
    • (1977) Rep. No. UCB/EERC-77/18
    • Roeder, C.W.1    Popov, E.P.2
  • 11
    • 0032208098 scopus 로고    scopus 로고
    • Ductile seismic retrofit of steel deck-truss bridges. I: Strategy and Modeling
    • ASCE
    • Sarraf, M., and Bruneau, M. (1998). "Ductile seismic retrofit of steel deck-truss bridges. I: Strategy and Modeling," J. Struct. Engrg., ASCE, 124(11), 1253-1262.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.11 , pp. 1253-1262
    • Sarraf, M.1    Bruneau, M.2
  • 12
    • 0027341616 scopus 로고
    • Design of steel triangular plate energy absorbers for seismic-resistant construction
    • Tsai, K.-C., Chen, H.-W., Hong, C.-P., and Su, Y.-F. (1993). "Design of steel triangular plate energy absorbers for seismic-resistant construction." Earthquake Spectra, 9(3), 505-528.
    • (1993) Earthquake Spectra , vol.9 , Issue.3 , pp. 505-528
    • Tsai, K.-C.1    Chen, H.-W.2    Hong, C.-P.3    Su, Y.-F.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.