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Volumn 7, Issue 6, 2002, Pages 338-349

Seismic performance of hollow high-strength concrete bridge columns

Author keywords

Bridges; Columns; Ductility; Failure modes; High strength concretes; Seismic responses; Taiwan

Indexed keywords

FAILURE MODES; HIGH STRENGTH CONCRETES; SEISMIC RESPONSES; TAIWAN;

EID: 13844255837     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2002)7:6(338)     Document Type: Article
Times cited : (60)

References (34)
  • 3
    • 0004163883 scopus 로고
    • Deformability of concrete columns
    • California Dept. of Transportation, Division of Structures, Sacramento, Calif., June
    • Aschheim, M., Moehle, J. P., and Werner, S. D. (1992). "Deformability of concrete columns." Project Report under Contract No. 59Q122, California Dept. of Transportation, Division of Structures, Sacramento, Calif., June.
    • (1992) Project Report under Contract No. 59Q122
    • Aschheim, M.1    Moehle, J.P.2    Werner, S.D.3
  • 4
    • 0003823336 scopus 로고
    • California Dept. of Transportation, Sacramento, Calif., March
    • CALTRANS. (1995). "Memo to designers change letter 02." California Dept. of Transportation, Sacramento, Calif., March.
    • (1995) Memo to Designers Change Letter 02
  • 5
    • 0029276371 scopus 로고
    • Stress-strain model for confined high-strength concrete
    • Cusson, D., and Paultre, P. (1995). "Stress-strain model for confined high-strength concrete." J. Struct. Eng., 121(3), 468-477.
    • (1995) J. Struct. Eng. , vol.121 , Issue.3 , pp. 468-477
    • Cusson, D.1    Paultre, P.2
  • 6
    • 0031258488 scopus 로고    scopus 로고
    • Strength and ductility simulation of high-strength concrete columns
    • Diniz, M. C., and Frangopol, M. (1997). "Strength and ductility simulation of high-strength concrete columns." J. Struct. Eng., 123(10), 1365-1374.
    • (1997) J. Struct. Eng. , vol.123 , Issue.10 , pp. 1365-1374
    • Diniz, M.C.1    Frangopol, M.2
  • 7
    • 0033167790 scopus 로고    scopus 로고
    • Cumulative seismic damage of circular bridge columns: Benchmark and low-cycle fatigue tests
    • El-Bahy, A., Kunnath, S. K., Stone, W. C., and Taylor, A. W. (1999). "Cumulative seismic damage of circular bridge columns: Benchmark and low-cycle fatigue tests." ACI Struct. J., 96(4), 633-641.
    • (1999) ACI Struct. J. , vol.96 , Issue.4 , pp. 633-641
    • El-Bahy, A.1    Kunnath, S.K.2    Stone, W.C.3    Taylor, A.W.4
  • 8
    • 0001691501 scopus 로고
    • A study on the application of a stress-strain relation of confined concrete
    • Fujii, M., Kobayashi, K., Miyagawa, T., Inoue, S., and Matsumoto, T. (1988). "A study on the application of a stress-strain relation of confined concrete." Cement and Concrete, 42, 311-314.
    • (1988) Cement and Concrete , vol.42 , pp. 311-314
    • Fujii, M.1    Kobayashi, K.2    Miyagawa, T.3    Inoue, S.4    Matsumoto, T.5
  • 9
    • 0031140608 scopus 로고    scopus 로고
    • Stress-strain for concrete reinforced concrete in bridge piers
    • Hoshikuma, J., Kawashima, K., Nagaya, K., and Taylor, A. W. (1997). "Stress-strain for concrete reinforced concrete in bridge piers." J. Struct. Eng., 123(5), 624-633.
    • (1997) J. Struct. Eng. , vol.123 , Issue.5 , pp. 624-633
    • Hoshikuma, J.1    Kawashima, K.2    Nagaya, K.3    Taylor, A.W.4
  • 10
    • 0000871625 scopus 로고
    • Flexural members with confined concrete
    • Kent, D. C., and Park, R. (1971). "Flexural members with confined concrete." J. Struct. Div., ASCE, 97(7), 1969-1990.
    • (1971) J. Struct. Div., ASCE , vol.97 , Issue.7 , pp. 1969-1990
    • Kent, D.C.1    Park, R.2
  • 11
    • 13844265449 scopus 로고    scopus 로고
    • Kent, D. C., and Park, R. (1982)
    • Kent, D. C., and Park, R. (1982).
  • 12
  • 14
    • 0003763143 scopus 로고
    • PhD thesis, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand
    • Mander, J. B. (1983). "Seismic design of bridge piers." PhD thesis, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
    • (1983) Seismic Design of Bridge Piers
    • Mander, J.B.1
  • 15
    • 0028546611 scopus 로고
    • Low-cycle fatigue behavior of reinforcing steel
    • Mander, J. B., Panthaki, F. D., and Kasalanti, A. (1994). "Low-cycle fatigue behavior of reinforcing steel." J. Mater. Civ. Eng., 6(4), 453-468.
    • (1994) J. Mater. Civ. Eng. , vol.6 , Issue.4 , pp. 453-468
    • Mander, J.B.1    Panthaki, F.D.2    Kasalanti, A.3
  • 17
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander, J. B., Priestley, M. J. N., and Park, R. (1988a). "Theoretical stress-strain model for confined concrete." J. Struct. Div., ASCE, 114(8), 1804-1826.
    • (1988) J. Struct. Div., ASCE , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 18
    • 0001200194 scopus 로고
    • Observed stress-strain behavior of confined concrete
    • Mander, J. B., Priestley, M. J. N., and Park, R. (1988b). "Observed stress-strain behavior of confined concrete." J. Struct. Div., ASCE, 114(8), 1969-1990.
    • (1988) J. Struct. Div., ASCE , vol.114 , Issue.8 , pp. 1969-1990
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 21
    • 0026989293 scopus 로고
    • Nonlinear cyclic behavior of reinforcing bars including buckling
    • Monti, G., and Nuti, C. (1992). "Nonlinear cyclic behavior of reinforcing bars including buckling." J. Struct. Eng., 118(12), 3268-3284.
    • (1992) J. Struct. Eng. , vol.118 , Issue.12 , pp. 3268-3284
    • Monti, G.1    Nuti, C.2
  • 22
    • 0020115694 scopus 로고
    • Ductility of square-confined concrete columns
    • Park, R., Priestley, M. J. N., and Gill, W. D. (1982). "Ductility of square-confined concrete columns." J. Struct. Div., ASCE, 108(4), 929-950.
    • (1982) J. Struct. Div., ASCE , vol.108 , Issue.4 , pp. 929-950
    • Park, R.1    Priestley, M.J.N.2    Gill, W.D.3
  • 24
    • 3643117551 scopus 로고
    • Shear strength of reinforced concrete bridge columns
    • CALTRANS, Division of Structures, Sacramento, Calif., Mar.
    • Priestley, M. J. N., Verma, R., and Xiao, Y. (1993). "Shear strength of reinforced concrete bridge columns." Proc., 2nd Annual Seismic Research Workshop, CALTRANS, Division of Structures, Sacramento, Calif., Mar. 16-18.
    • (1993) Proc., 2nd Annual Seismic Research Workshop , pp. 16-18
    • Priestley, M.J.N.1    Verma, R.2    Xiao, Y.3
  • 25
    • 0033101734 scopus 로고    scopus 로고
    • Confinement model for high-strength concrete
    • Razvi, S., and Saatcioglu, M. (1999). "Confinement model for high-strength concrete." J. Struct. Eng., 125(3), 281-289.
    • (1999) J. Struct. Eng. , vol.125 , Issue.3 , pp. 281-289
    • Razvi, S.1    Saatcioglu, M.2
  • 26
    • 0026880942 scopus 로고
    • Strength and ductility of confined concrete
    • Saatcioglu, M., and Razvi, S. R. (1992). "Strength and ductility of confined concrete." J. Struct. Div., ASCE, 118(6), 1590-1607.
    • (1992) J. Struct. Div., ASCE , vol.118 , Issue.6 , pp. 1590-1607
    • Saatcioglu, M.1    Razvi, S.R.2
  • 27
    • 0028255055 scopus 로고
    • Confinement of high-strength concrete columns
    • Sheikh, A., Shah, D. V., and Khoury, S. S. (1994). "Confinement of high-strength concrete columns." ACI Struct. J., 91(1), 100-111.
    • (1994) ACI Struct. J. , vol.91 , Issue.1 , pp. 100-111
    • Sheikh, A.1    Shah, D.V.2    Khoury, S.S.3
  • 28
    • 0019018841 scopus 로고
    • Strength and ductility of tied concrete columns
    • Sheikh, S. A., and Uzumeri, S. M. (1980). "Strength and ductility of tied concrete columns." J. Struct. Div., ASCE, 106(5), 1079-1102.
    • (1980) J. Struct. Div., ASCE , vol.106 , Issue.5 , pp. 1079-1102
    • Sheikh, S.A.1    Uzumeri, S.M.2
  • 29
    • 0020292097 scopus 로고
    • Analytical model for concrete confinement in tied columns
    • Sheikh, S. A., and Uzumeri, S. M. (1982). "Analytical model for concrete confinement in tied columns." J. Struct. Div., ASCE, 108(12), 2703-2722.
    • (1982) J. Struct. Div., ASCE , vol.108 , Issue.12 , pp. 2703-2722
    • Sheikh, S.A.1    Uzumeri, S.M.2
  • 32
    • 0003383139 scopus 로고    scopus 로고
    • New method for restraint of longitudinal bar buckling in rectangular columns with hollow section
    • Japanese Society of Civil Engineers, Tokyo
    • Suda, K., Shimbo, H., Masukawa, J., and Murayama, Y. (1996a). "New method for restraint of longitudinal bar buckling in rectangular columns with hollow section." Proc., Tech. Conf. of the Great Hanshin-Awayi Earthquake, Japanese Society of Civil Engineers, Tokyo, 579-582.
    • (1996) Proc., Tech. Conf. of the Great Hanshin-Awayi Earthquake , pp. 579-582
    • Suda, K.1    Shimbo, H.2    Masukawa, J.3    Murayama, Y.4
  • 33
    • 0000392702 scopus 로고    scopus 로고
    • Reinforcing method to improve ductility of RC column with hollow section
    • Tokyo
    • Suda, K., Shimbo, H., Masukawa, J., and Murayama, Y. (1996b). "Reinforcing method to improve ductility of RC column with hollow section." Proc., JCI, Japanese Concrete Institute, Tokyo, 18(2), 725-730.
    • (1996) Proc., JCI, Japanese Concrete Institute , vol.18 , Issue.2 , pp. 725-730
    • Suda, K.1    Shimbo, H.2    Masukawa, J.3    Murayama, Y.4
  • 34
    • 0032029277 scopus 로고    scopus 로고
    • Seismic performance of high-strength concrete columns
    • Xiao, Y., and Martirossyan, A. (1998). "Seismic performance of high-strength concrete columns." J. Struct. Eng., 124(3), 241-251.
    • (1998) J. Struct. Eng. , vol.124 , Issue.3 , pp. 241-251
    • Xiao, Y.1    Martirossyan, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.