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Volumn 37, Issue 1, 2008, Pages 1-20

Experimental multi-level seismic performance assessment of 3D RC frame designed for damage avoidance

Author keywords

Damage avoidance design; Incremental dynamic analysis; Multi level seismic performance assessment; Quasi earthquake displacement tests

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; CRACKS; EARTHQUAKE RESISTANCE; REINFORCED CONCRETE; SEISMIC DESIGN;

EID: 38349112626     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.741     Document Type: Article
Times cited : (64)

References (20)
  • 1
    • 0001360539 scopus 로고
    • The behaviour of inverted pendulum structure during earthquake
    • Housner GW. The behaviour of inverted pendulum structure during earthquake. Bulletin of the Seismological Society of America 1963; 53(2):403-417.
    • (1963) Bulletin of the Seismological Society of America , vol.53 , Issue.2 , pp. 403-417
    • Housner, G.W.1
  • 2
    • 0026154709 scopus 로고
    • Performance of precast concrete beam to column connections subject to cyclic loading
    • Cheok GS, Lew HS. Performance of precast concrete beam to column connections subject to cyclic loading. PCI Journal 1991; 36(3):56-67.
    • (1991) PCI Journal , vol.36 , Issue.3 , pp. 56-67
    • Cheok, G.S.1    Lew, H.S.2
  • 3
    • 0002020260 scopus 로고
    • Model precast concrete beam-to-column connections subject to cyclic loading
    • Cheok GS, Lew HS. Model precast concrete beam-to-column connections subject to cyclic loading. PCI Journal 1993; 38(4):80-92.
    • (1993) PCI Journal , vol.38 , Issue.4 , pp. 80-92
    • Cheok, G.S.1    Lew, H.S.2
  • 4
    • 0002922616 scopus 로고
    • Seismic response of precast prestressed concrete frames with partially debonded tendons
    • Priestley MJN, Tao JRT. Seismic response of precast prestressed concrete frames with partially debonded tendons. PCI Journal 1993; 38(1):58-69.
    • (1993) PCI Journal , vol.38 , Issue.1 , pp. 58-69
    • Priestley, M.J.N.1    Tao, J.R.T.2
  • 5
    • 0000514076 scopus 로고
    • Performance of hybrid moment-resisting precast beam-column concrete connection subjected to cyclic loading
    • Stone WC, Cheok GS, Stanton JF. Performance of hybrid moment-resisting precast beam-column concrete connection subjected to cyclic loading. ACI Journal 1995; 92(2):229-249.
    • (1995) ACI Journal , vol.92 , Issue.2 , pp. 229-249
    • Stone, W.C.1    Cheok, G.S.2    Stanton, J.F.3
  • 6
    • 0033308402 scopus 로고    scopus 로고
    • Preliminary results and conclusions from the PRESSS five-storey precast concrete test building
    • Priestley MJN, Sritharan S, Conley JR, Pampanin S. Preliminary results and conclusions from the PRESSS five-storey precast concrete test building. PCI Journal 1999; 44(6):43-67.
    • (1999) PCI Journal , vol.44 , Issue.6 , pp. 43-67
    • Priestley, M.J.N.1    Sritharan, S.2    Conley, J.R.3    Pampanin, S.4
  • 7
    • 0010546472 scopus 로고    scopus 로고
    • Seismic resistance of bridge piers based on damage avoidance design
    • Technical Report NCEER-97-0014, National Centre of Earthquake Engineering Research, Department of Civil, Structural and Environmental Engineering, State University of New York at Buffalo, New York, U.S.A
    • Mander JB, Cheng CT. Seismic resistance of bridge piers based on damage avoidance design. Technical Report NCEER-97-0014, National Centre of Earthquake Engineering Research, Department of Civil, Structural and Environmental Engineering, State University of New York at Buffalo, New York, U.S.A., 1997.
    • (1997)
    • Mander, J.B.1    Cheng, C.T.2
  • 10
    • 2342501135 scopus 로고    scopus 로고
    • Seismic performance of precast reinforced and prestressed concrete walls
    • Holden TJ, Restrepo JI, Mander JB. Seismic performance of precast reinforced and prestressed concrete walls. Journal of Structural Engineering 2003; 129(3):286-296.
    • (2003) Journal of Structural Engineering , vol.129 , Issue.3 , pp. 286-296
    • Holden, T.J.1    Restrepo, J.I.2    Mander, J.B.3
  • 11
    • 38349138314 scopus 로고    scopus 로고
    • ME Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, Available from
    • Li L. Further experiments on damage avoidance design of beam-to-column joints. ME Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2006. (Available from: http:// Iibrary.canterbury.ac.nz/etd/adt-NZCU20060828.153252.)
    • (2006) Further experiments on damage avoidance design of beam-to-column joints
    • Li, L.1
  • 13
    • 33745600822 scopus 로고    scopus 로고
    • Identification of critical earthquakes for seismic performance assessment of structures
    • Dhakal RP, Mander JB, Mashiko N. Identification of critical earthquakes for seismic performance assessment of structures. Earthquake Engineering and Structural Dynamics 2006; 35(8):989-1008.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , Issue.8 , pp. 989-1008
    • Dhakal, R.P.1    Mander, J.B.2    Mashiko, N.3
  • 17
    • 85009334334 scopus 로고    scopus 로고
    • SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 10% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions/ la10in50yr.html.)
    • SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 10% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions/ la10in50yr.html.)
  • 18
    • 85009306611 scopus 로고    scopus 로고
    • SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 2% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions /la2in50yr.html.)
    • SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 2% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions /la2in50yr.html.)
  • 19
    • 85009341678 scopus 로고    scopus 로고
    • Carr AJ. Ruaumoko3D: inelastic dynamic computer program. Computer Program Library, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.
    • Carr AJ. Ruaumoko3D: inelastic dynamic computer program. Computer Program Library, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.
  • 20
    • 0035595281 scopus 로고    scopus 로고
    • Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections
    • Pampanin S, Priestley NJ, Sritharan S. Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections. Journal of Earthquake Engineering 2001; 5(3):329-367.
    • (2001) Journal of Earthquake Engineering , vol.5 , Issue.3 , pp. 329-367
    • Pampanin, S.1    Priestley, N.J.2    Sritharan, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.