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Volumn 131, Issue 7, 2005, Pages 1060-1070

Practical performance model for bar buckling

Author keywords

Bars; Buckling; Concrete columns; Deformation; Displacement; Ductility

Indexed keywords

BAR BUCKLING; CONCRETE COLUMNS; DISPLACEMENT; EARTHQUAKE ENGINEERING;

EID: 22944456529     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:7(1060)     Document Type: Article
Times cited : (133)

References (51)
  • 1
    • 84995373413 scopus 로고    scopus 로고
    • Building code requirements for structural concrete
    • Detroit
    • American Concrete Institute (ACI). (2002). "Building code requirements for structural concrete." ACI 318-02, Detroit.
    • (2002) ACI , vol.318 , Issue.2
  • 4
    • 0346663216 scopus 로고    scopus 로고
    • Confinement steel requirements for high strength concrete columns
    • Aculpulco, Mexico, Paper No. 463
    • Bayrak, O., and Sheikh, S. (1996). "Confinement steel requirements for high strength concrete columns." Proc., 11th World Conf. on Earth-quake Engineering, Aculpulco, Mexico, Paper No. 463.
    • (1996) Proc., 11th World Conf. on Earth-quake Engineering
    • Bayrak, O.1    Sheikh, S.2
  • 5
    • 0035450236 scopus 로고    scopus 로고
    • Plastic hinge analysis
    • Bayrak, O., and Sheikh, S. (2001). "Plastic hinge analysis." J. Struct. Eng., 127(9), 1092-1100.
    • (2001) J. Struct. Eng. , vol.127 , Issue.9 , pp. 1092-1100
    • Bayrak, O.1    Sheikh, S.2
  • 6
    • 29644431978 scopus 로고    scopus 로고
    • Master's thesis, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle
    • Berry, M. P. (2003). "Estimating flexural damage in reinforced concrete columns." Master's thesis, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle.
    • (2003) Estimating Flexural Damage in Reinforced Concrete Columns
    • Berry, M.P.1
  • 7
    • 29644431978 scopus 로고    scopus 로고
    • Performance models for flexural damage in reinforced concrete columns
    • Univ. of California, Berkeley, Calif.
    • Berry, M. P., and Eberhard, M. O. (2003). "Performance models for flexural damage in reinforced concrete columns." Pacific Earthquake Engineering Research Center Report 2003, Univ. of California, Berkeley, Calif.
    • (2003) Pacific Earthquake Engineering Research Center Report , vol.2003
    • Berry, M.P.1    Eberhard, M.O.2
  • 8
    • 34548079900 scopus 로고    scopus 로고
    • PEER structural performance database user's manual
    • Univ. of California, Berkeley, Calif.
    • Berry, M. P., and Eberhard, M. O. (2004) "PEER structural performance database user's manual." Pacific Earthquake Engineering Research Center Report 2004 (www.ce.washington.edu/~peeral), Univ. of California, Berkeley, Calif.
    • (2004) Pacific Earthquake Engineering Research Center Report , vol.2004
    • Berry, M.P.1    Eberhard, M.O.2
  • 9
    • 0001086840 scopus 로고
    • Tie requirements for reinforced concrete columns
    • Bresler, B., and Gilbert, P. H. (1961). "Tie requirements for reinforced concrete columns." ACI J., 58(5), 555-570.
    • (1961) ACI J. , vol.58 , Issue.5 , pp. 555-570
    • Bresler, B.1    Gilbert, P.H.2
  • 10
    • 34247341469 scopus 로고    scopus 로고
    • Behavior of reinforced concrete bridge columns having varying aspect ratios and varying lengths of confinement
    • Univ. of California, Berkeley, Calif.
    • Calderone, A. J., Lehman, D. E., and Moehle, J. P. (2000). "Behavior of reinforced concrete bridge columns having varying aspect ratios and varying lengths of confinement." Pacific Earthquake Engineering Research Center Rep. 2000/08, Univ. of California, Berkeley, Calif.
    • (2000) Pacific Earthquake Engineering Research Center Rep. , vol.2000 , Issue.8
    • Calderone, A.J.1    Lehman, D.E.2    Moehle, J.P.3
  • 11
    • 0012616791 scopus 로고
    • Behavior of 1/6-scale model bridge columns subjected to cycle inelastic loading
    • U.S. National Institute of Standards and Technology, Gaithersburg, Md.
    • Cheok, G. S., and Stone, W. C. (1986). "Behavior of 1/6-scale model bridge columns subjected to cycle inelastic loading." NBSIR 86-3494, U.S. National Institute of Standards and Technology, Gaithersburg, Md.
    • (1986) NBSIR , vol.86 , Issue.3494
    • Cheok, G.S.1    Stone, W.C.2
  • 12
    • 0001233231 scopus 로고
    • Rotational capacity of reinforced concrete beams
    • Corley, W. G. (1966). "Rotational capacity of reinforced concrete beams." J. Struct. Div. ASCE, 92(5), 121-146.
    • (1966) J. Struct. Div. ASCE , vol.92 , Issue.5 , pp. 121-146
    • Corley, W.G.1
  • 13
    • 0012564438 scopus 로고
    • Reinforced concrete bridge piers under seismic loading
    • Civil Engineering Dept., Univ. of Canterbury, Christchurch, New Zealand
    • Davey, B. E. (1975). "Reinforced concrete bridge piers under seismic loading." Master of Engineering Report, Civil Engineering Dept., Univ. of Canterbury, Christchurch, New Zealand.
    • (1975) Master of Engineering Report
    • Davey, B.E.1
  • 14
    • 0012590643 scopus 로고    scopus 로고
    • Reinforcement stability and fracture of cover concrete in reinforced concrete members
    • Dhakal, R., and Maekawa, K. (2002). "Reinforcement stability and fracture of cover concrete in reinforced concrete members." J. Struct. Eng., 128(10), 1253-1262.
    • (2002) J. Struct. Eng. , vol.128 , Issue.10 , pp. 1253-1262
    • Dhakal, R.1    Maekawa, K.2
  • 17
    • 0031249474 scopus 로고    scopus 로고
    • Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling
    • Gomes, A., and Appleton, J. (1997). "Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling." Eng. Struct., 19(10), 822-826.
    • (1997) Eng. Struct. , vol.19 , Issue.10 , pp. 822-826
    • Gomes, A.1    Appleton, J.2
  • 20
    • 78650774667 scopus 로고    scopus 로고
    • Strategic relocation of plastic hinges in bridge columns
    • University of California, San Diego
    • Hose, Y. D., Seible, F., and Priestley, M. J. N. (1997). "Strategic relocation of plastic hinges in bridge columns." Structural Systems Research Project, 97/05, University of California, San Diego.
    • (1997) Structural Systems Research Project , vol.97 , Issue.5
    • Hose, Y.D.1    Seible, F.2    Priestley, M.J.N.3
  • 21
    • 0032639968 scopus 로고    scopus 로고
    • Shear and flexural behavior of lightweight concrete bridge columns in seismic regions
    • Kowalsky, M. J., Priestley, M. J. N., and Seible, F. (1999). "Shear and flexural behavior of lightweight concrete bridge columns in seismic regions" ACI Struct. J., 96(1), 136-148.
    • (1999) ACI Struct. J. , vol.96 , Issue.1 , pp. 136-148
    • Kowalsky, M.J.1    Priestley, M.J.N.2    Seible, F.3
  • 22
    • 0003914271 scopus 로고    scopus 로고
    • Cumulative seismic damage of reinforced concrete bridge piers
    • National Center for Earthquake Engineering Research, Buffalo, N.Y
    • Kunnath, S., El-Bahy, A., Taylor, A., and Stone, W. (1997). "Cumulative seismic damage of reinforced concrete bridge piers." Technical Rep. NCEER-97-0006, National Center for Earthquake Engineering Research, Buffalo, N.Y.
    • (1997) Technical Rep. , vol.NCEER-97-0006
    • Kunnath, S.1    El-Bahy, A.2    Taylor, A.3    Stone, W.4
  • 24
    • 0042633437 scopus 로고    scopus 로고
    • Seismic performance of wellconfined concrete bridge columns
    • Univ. of California, Berkeley, Calif.
    • Lehman, D. E., and Moehle, J. P. (2000). "Seismic performance of wellconfined concrete bridge columns." Pacific Earthquake Engineering Research Center Rep. 1998/01, Univ. of California, Berkeley, Calif.
    • (2000) Pacific Earthquake Engineering Research Center Rep. , vol.1998 , Issue.1
    • Lehman, D.E.1    Moehle, J.P.2
  • 25
    • 0004661596 scopus 로고
    • Discussion of 'Rotational capacity of reinforced concrete beams,' by W. G. Corley
    • Mattock, A. H. (1967). "Discussion of 'Rotational capacity of reinforced concrete beams,' by W. G. Corley." J. Struct. Div. ASCE, 93(2), 519-522.
    • (1967) J. Struct. Div. ASCE , vol.93 , Issue.2 , pp. 519-522
    • Mattock, A.H.1
  • 26
    • 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
  • 28
    • 22344438427 scopus 로고    scopus 로고
    • Master's thesis, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle
    • Nelson, J. M. (2000). "Damage model calibration for reinforced concrete columns." Master's thesis, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle.
    • (2000) Damage Model Calibration for Reinforced Concrete Columns
    • Nelson, J.M.1
  • 29
    • 0032095179 scopus 로고    scopus 로고
    • Detailing for reinforcement stability in reinforced concrete members
    • Pantazopoulou, S. J. (1998). "Detailing for reinforcement stability in reinforced concrete members." J. Struct. Eng., 124(6), 623-632.
    • (1998) J. Struct. Eng. , vol.124 , Issue.6 , pp. 623-632
    • Pantazopoulou, S.J.1
  • 30
    • 0024606223 scopus 로고
    • Compressive concrete strain at buckling of longitudinal reinforcement
    • Papia, M., and Russo, G. (1989). "Compressive concrete strain at buckling of longitudinal reinforcement." J. Struct. Eng., 115(2), 382-397.
    • (1989) J. Struct. Eng. , vol.115 , Issue.2 , pp. 382-397
    • Papia, M.1    Russo, G.2
  • 32
    • 0023164391 scopus 로고
    • Strength and ductility of concrete bridge columns under seismic loading
    • Priestley, M. J. N., and Park, R. (1987). "Strength and ductility of concrete bridge columns under seismic loading." ACI Struct. J., 84(1), 61-76.
    • (1987) ACI Struct. J. , vol.84 , Issue.1 , pp. 61-76
    • Priestley, M.J.N.1    Park, R.2
  • 35
    • 0032629409 scopus 로고    scopus 로고
    • Cyclic stress-strain behavior of reinforcing steel including effect of buckling
    • Rodriguez, M., Botero, J., and Villa, J. (1999). "Cyclic stress-strain behavior of reinforcing steel including effect of buckling." J. Struct. Eng., 125(6), 605-612.
    • (1999) J. Struct. Eng. , vol.125 , Issue.6 , pp. 605-612
    • Rodriguez, M.1    Botero, J.2    Villa, J.3
  • 36
    • 0033101733 scopus 로고    scopus 로고
    • Circular high-strength concrete columns under simulated seismic loading
    • Saatcioglu, M., and Baingo, D. (1999). "Circular high-strength concrete columns under simulated seismic loading." J. Struct. Eng., 125(3), 272-280.
    • (1999) J. Struct. Eng. , vol.125 , Issue.3 , pp. 272-280
    • Saatcioglu, M.1    Baingo, D.2
  • 37
    • 0032689651 scopus 로고    scopus 로고
    • Confinement of reinforced concrete columns with welded reinforcement grids
    • Saatcioglu, M., and Grira, M. (1999). "Confinement of reinforced concrete columns with welded reinforcement grids." ACI Struct. J., 96(1), 29-39.
    • (1999) ACI Struct. J. , vol.96 , Issue.1 , pp. 29-39
    • Saatcioglu, M.1    Grira, M.2
  • 40
    • 0022806395 scopus 로고
    • Reinforcement buckling in reinforced concrete flexural members
    • Scribner, C. F. (1986). "Reinforcement buckling in reinforced concrete flexural members." ACI J., 83(6), 966-973.
    • (1986) ACI J. , vol.83 , Issue.6 , pp. 966-973
    • Scribner, C.F.1
  • 42
    • 0004684457 scopus 로고
    • Inelastic behavior of full-scale bridge columns subjected to cyclic loading
    • U.S. National Institute of Standards and Technology, Gaithersburg, Md.
    • Stone, W. C., and Cheok, G. S. (1989). "Inelastic behavior of full-scale bridge columns subjected to cyclic loading." NIST Building Science Series 166, U.S. National Institute of Standards and Technology, Gaithersburg, Md.
    • (1989) NIST Building Science Series , vol.166
    • Stone, W.C.1    Cheok, G.S.2
  • 44
    • 0028494808 scopus 로고
    • Lateral load behavior of reinforced concrete columns constructed using high-strength materials
    • Thomsen, J., and Wallace, J. (1994). "Lateral load behavior of reinforced concrete columns constructed using high-strength materials." ACI Struct. J., 91(5), 605-615.
    • (1994) ACI Struct. J. , vol.91 , Issue.5 , pp. 605-615
    • Thomsen, J.1    Wallace, J.2
  • 45
    • 22944458388 scopus 로고    scopus 로고
    • Seismic response of well confined circular reinforced concrete columns with low aspect ratios
    • Sacramento, Calif.
    • Vu, N. D., Priestley, M. J. N., Seible, F., and Benzoni, G. (1998). "Seismic response of well confined circular reinforced concrete columns with low aspect ratios." Proc., 5th Caltrans Seismic Research Workshop, Sacramento, Calif.
    • (1998) Proc., 5th Caltrans Seismic Research Workshop
    • Vu, N.D.1    Priestley, M.J.N.2    Seible, F.3    Benzoni, G.4
  • 46
  • 49
    • 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
  • 50
    • 0036524241 scopus 로고    scopus 로고
    • Experimental studies on full-scale high-strength concrete columns
    • Xiao, Y., and Yun, H. W. (2002). "Experimental studies on full-scale high-strength concrete columns." ACI Struct. J., 99(2), 199-207.
    • (2002) ACI Struct. J. , vol.99 , Issue.2 , pp. 199-207
    • Xiao, Y.1    Yun, H.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.