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Volumn 28, Issue 2, 2006, Pages 289-303

The effect of material and ground motion uncertainty on the seismic vulnerability curves of RC structure

Author keywords

Ground motion uncertainty; Material uncertainty; Ordinary moment resisting concrete frame; Seismic vulnerability

Indexed keywords

COMPUTER SIMULATION; CONCRETE CONSTRUCTION; EARTHQUAKE EFFECTS; EIGENVALUES AND EIGENFUNCTIONS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SEISMOLOGY; STATISTICAL METHODS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES; YIELD STRESS;

EID: 28444465483     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.07.010     Document Type: Article
Times cited : (343)

References (31)
  • 1
    • 0004041523 scopus 로고
    • Earthquake damage evaluation data for california
    • Redwood City (Palo Alto, California): Applied Technology Council. ATC-13
    • ATC-13 Earthquake damage evaluation data for california 1985 Applied Technology Council Redwood City (Palo Alto, California)
    • (1985)
  • 2
    • 0004266560 scopus 로고    scopus 로고
    • Seismic evaluation and retrofit of concrete buildings
    • Redwood City (Palo Alto, California): Applied Technology Council. ATC-40
    • ATC-40 Seismic evaluation and retrofit of concrete buildings 1997 Applied Technology Council Redwood City (Palo Alto, California)
    • (1997)
  • 3
    • 0030105297 scopus 로고    scopus 로고
    • Statistical analysis of the compressive strength of concrete in structures
    • F.M. Barlett J.G. MacGregor Statistical analysis of the compressive strength of concrete in structures ACI Material J 93 2 1996 158-168
    • (1996) ACI Material J. , vol.93 , Issue.2 , pp. 158-168
    • Barlett, F.M.1    MacGregor, J.G.2
  • 4
    • 0033244855 scopus 로고    scopus 로고
    • The effective duration of earthquake strong motion
    • J.J. Bommer A. Martinez-Pereira The effective duration of earthquake strong motion J Earthq Eng 3 2 1999 127-172
    • (1999) J. Earthq. Eng. , vol.3 , Issue.2 , pp. 127-172
    • Bommer, J.J.1    Martinez-Pereira, A.2
  • 6
    • 3142643573 scopus 로고
    • Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part I - Design and properties of a one-third scale model structure
    • Technical report NCEER-92-0027
    • Bracci JM, Reinhorn AM, Mander JB. Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part I - design and properties of a one-third scale model structure. Technical report NCEER-92-0027. 1992
    • (1992)
    • Bracci, J.M.1    Reinhorn, A.M.2    Mander, J.B.3
  • 7
    • 0028076727 scopus 로고
    • Seismic resistance of composite beam-columns in multi-storey structures, part 2: Analytical model and discussion of results
    • B.M. Broderick A.S. Elnashai Seismic resistance of composite beam-columns in multi-storey structures, part 2: Analytical model and discussion of results J Construct Steel Res 30 3 1994 231-258
    • (1994) J. Construct. Steel Res. , vol.30 , Issue.3 , pp. 231-258
    • Broderick, B.M.1    Elnashai, A.S.2
  • 8
    • 0003703606 scopus 로고    scopus 로고
    • Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems
    • Report No. PEER-1999/02. Berkeley: Pacific Earthquake Engineering Research Center, University of California
    • Chopra AK, Goel RK. Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems. Report No. PEER-1999/02. Berkeley: Pacific Earthquake Engineering Research Center, University of California; 1999
    • (1999)
    • Chopra, A.K.1    Goel, R.K.2
  • 9
    • 0033879352 scopus 로고    scopus 로고
    • Probabilistic evaluation of behaviour factors in EC8-designed R/C frames
    • M.K. Chryssanthopoulos C. Dymiotis A.J. Kappos Probabilistic evaluation of behaviour factors in EC8-designed R/C frames Eng Struct 22 8 2000 1028-1041
    • (2000) Eng. Struct. , vol.22 , Issue.8 , pp. 1028-1041
    • Chryssanthopoulos, M.K.1    Dymiotis, C.2    Kappos, A.J.3
  • 10
    • 27144519563 scopus 로고    scopus 로고
    • Synthesis of earthquake ground motions for the new madrid seismic zone
    • MS thesis. Atlanta (GA): Georgia Institute of Technology
    • Drosos VA. Synthesis of earthquake ground motions for the new madrid seismic zone. MS thesis. Atlanta (GA): Georgia Institute of Technology; 2003
    • (2003)
    • Drosos, V.A.1
  • 11
    • 0036014413 scopus 로고    scopus 로고
    • Do we really need inelastic dynamic analysis?
    • A.S. Elnashai Do we really need inelastic dynamic analysis? J Earthq Eng 6 1 2002 123-130
    • (2002) J. Earthq. Eng. , vol.6 , Issue.1 , pp. 123-130
    • Elnashai, A.S.1
  • 13
    • 22944452452 scopus 로고    scopus 로고
    • Zeus NL - A system for inelastic analysis of structures
    • Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, Program Release September 2002
    • Elnashai AS, Papanikolaou V, Lee D. Zeus NL - a system for inelastic analysis of structures. Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, Program Release September 2002; 2002
    • (2002)
    • Elnashai, A.S.1    Papanikolaou, V.2    Lee, D.3
  • 14
    • 0027588225 scopus 로고
    • Performance of composite steel/concrete members under earthquake loading, Part I: Analytical model
    • A.S. Elnashai A.Y. Elghazouli Performance of composite steel/concrete members under earthquake loading, Part I: Analytical model Earthq Eng Struct Dyn 22 4 1993 314-345
    • (1993) Earthq. Eng. Struct. Dyn. , vol.22 , Issue.4 , pp. 314-345
    • Elnashai, A.S.1    Elghazouli, A.Y.2
  • 15
    • 0027611545 scopus 로고
    • Modeling of material nonlinearities in steel structures subjected to transient dynamic loading
    • A.S. Elnashai B.A. Izzuddin Modeling of material nonlinearities in steel structures subjected to transient dynamic loading Earthq Eng Struct Dyn 22 1993 509-532
    • (1993) Earthq. Eng. Struct. Dyn. , vol.22 , pp. 509-532
    • Elnashai, A.S.1    Izzuddin, B.A.2
  • 16
    • 0003749428 scopus 로고    scopus 로고
    • NEHRP guidelines for seismic rehabilitation of buildings
    • Washington (DC): Federal Emergency Management Agency. FEMA 273
    • FEMA 273 NEHRP guidelines for seismic rehabilitation of buildings 1997 Federal Emergency Management Agency Washington (DC)
    • (1997)
  • 17
    • 11144301151 scopus 로고    scopus 로고
    • Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part I: Analytical model verification
    • S.H Jeong A.S. Elnashai Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part I: Analytical model verification J Earthq Eng 9 1 2005 95-128
    • (2005) J. Earthq. Eng. , vol.9 , Issue.1 , pp. 95-128
    • Jeong, S.H.1    Elnashai, A.S.2
  • 18
    • 11144315605 scopus 로고    scopus 로고
    • Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part II: Condition assessment and test deployment
    • S.H Jeong A.S. Elnashai Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing, Part II: Condition assessment and test deployment J Earthq Eng 9 2 2005 265-284
    • (2005) J. Earthq. Eng. , vol.9 , Issue.2 , pp. 265-284
    • Jeong, S.H.1    Elnashai, A.S.2
  • 19
    • 28444472501 scopus 로고
    • Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment
    • Nantes (France): Ouest editions
    • Kappos A, Pitilakis K, Stylianidis K, Morfidis K, Asimakopoulos D. Cost-benefit analysis for the seismic rehabilitation of buildings in Thessaloniki, based on a hybrid method of vulnerability assessment. In: Proceedings of the fifth international conference on seismic zonation, vol. I, Nantes (France): Ouest editions; 1995. p. 406-13
    • (1995) Proceedings of the Fifth International Conference on Seismic Zonation , vol.1 , pp. 406-413
    • Kappos, A.1    Pitilakis, K.2    Stylianidis, K.3    Morfidis, K.4    Asimakopoulos, D.5
  • 20
    • 0031108979 scopus 로고    scopus 로고
    • Confined concrete model under cyclic load
    • J.E. Martinez-Rueda A.S. Elnashai Confined concrete model under cyclic load Mater Struct 30 197 1997 139-147
    • (1997) Mater. Struct. , vol.30 , Issue.197 , pp. 139-147
    • Martinez-Rueda, J.E.1    Elnashai, A.S.2
  • 21
    • 0031322739 scopus 로고    scopus 로고
    • Seismic fragility of LRC frames with and without masonry infill walls
    • K.M. Mosalam G. Ayala R.N. White C. Roth Seismic fragility of LRC frames with and without masonry infill walls J Earthq Eng 1 4 1997 693-720
    • (1997) J. Earthq. Eng. , vol.1 , Issue.4 , pp. 693-720
    • Mosalam, K.M.1    Ayala, G.2    White, R.N.3    Roth, C.4
  • 22
    • 0018467854 scopus 로고
    • Variability of mechanical properties of reinforcing bars
    • S.A. Mirza J.G. MacGregor Variability of mechanical properties of reinforcing bars J Struc Div 105 ST5 1979
    • (1979) J. Struc. Div. , vol.105 , Issue.ST5
    • Mirza, S.A.1    MacGregor, J.G.2
  • 23
    • 20544454004 scopus 로고    scopus 로고
    • HAZUS, Earthquake loss estimation technology
    • NIBS. Technical manual prepared by the National Institute of Buildings Sciences (NIBS) for the Federal Emergency Management Agency (FEMA)
    • NIBS. HAZUS, Earthquake loss estimation technology. Technical manual prepared by the National Institute of Buildings Sciences (NIBS) for the Federal Emergency Management Agency (FEMA). 1999
    • (1999)
  • 24
    • 0033317731 scopus 로고    scopus 로고
    • A model for buildings' vulnerability assessment using the parameterless scale of seismic intensity (PSI)
    • G. Orsini A model for buildings' vulnerability assessment using the parameterless scale of seismic intensity (PSI) Earthq Spec 15 3 1999 463-483
    • (1999) Earthq. Spec. , vol.15 , Issue.3 , pp. 463-483
    • Orsini, G.1
  • 25
    • 0013524284 scopus 로고    scopus 로고
    • Selective repair and strengthening of RC buildings
    • Ph.D. thesis. Imperial College, London
    • Pinho R. Selective repair and strengthening of RC buildings. Ph.D. thesis. Imperial College, London; 2000
    • (2000)
    • Pinho, R.1
  • 26
    • 28444445697 scopus 로고    scopus 로고
    • Spectral evaluation of seismic fragility of structures structural safety and reliability
    • ICOSSAR 2001
    • Reinhorn AM, Barron-Corvera R, Ayala AG. Spectral evaluation of seismic fragility of structures structural safety and reliability. In: ICOSSAR 2001. 2001
    • (2001)
    • Reinhorn, A.M.1    Barron-Corvera, R.2    Ayala, A.G.3
  • 27
    • 0038603088 scopus 로고    scopus 로고
    • Derivation of vulnerability functions for European-type RC structures based on observational data
    • T. Rossetto A. Elnashai Derivation of vulnerability functions for European-type RC structures based on observational data Eng Struct 25 10 2003 1241-1263
    • (2003) Eng. Struct. , vol.25 , Issue.10 , pp. 1241-1263
    • Rossetto, T.1    Elnashai, A.2
  • 29
    • 0001477928 scopus 로고
    • A study on the duration of strong earthquake ground motion
    • M.D. Trifunac A.G. Brady A study on the duration of strong earthquake ground motion Bull Seismol Soc Amer 65 3 1975 581-626
    • (1975) Bull. Seismol. Soc. Amer. , vol.65 , Issue.3 , pp. 581-626
    • Trifunac, M.D.1    Brady, A.G.2
  • 30
    • 2442571357 scopus 로고    scopus 로고
    • Uncertainty modeling in earthquake engineering
    • Mid-America Earthquake Center Project FD-2 report. January
    • Wen YK, Ellingwood BR, Veneziano D, Bracci J. Uncertainty modeling in earthquake engineering. Mid-America Earthquake Center Project FD-2 report. January; 2003
    • (2003)
    • Wen, Y.K.1    Ellingwood, B.R.2    Veneziano, D.3    Bracci, J.4
  • 31
    • 0023862707 scopus 로고
    • Effect of peak ground acceleration to velocity ratio on ductility demand of inelastic systems
    • T.J. Zhu A.C. Heidebrecht W.K. Tso Effect of peak ground acceleration to velocity ratio on ductility demand of inelastic systems Earthq Eng Struct Dyn 16 1988 63-79
    • (1988) Earthq. Eng. Struct. Dyn. , vol.16 , pp. 63-79
    • Zhu, T.J.1    Heidebrecht, A.C.2    Tso, W.K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.