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Volumn 36, Issue 13, 2007, Pages 1837-1860

Probabilistic seismic demand analysis using advanced ground motion intensity measures

Author keywords

Ground motion intensity measure (IM); Ground motion record selection and scaling; Inelastic spectral displacement (Sdi); Probabilistic seismic demand analysis (PSDA); Probabilistic seismic hazard analysis (PSHA); Structural response (drift) hazard curves

Indexed keywords

EARTHQUAKE EFFECTS; RISK ANALYSIS; SEISMIC RESPONSE; SPECTRUM ANALYSIS; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

EID: 34948870546     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.696     Document Type: Article
Times cited : (299)

References (40)
  • 1
    • 85009296589 scopus 로고    scopus 로고
    • Shome N. Probabilistic seismic demand analysis of nonlinear structures. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 1999; 320. http://www.stanford.edu/group/rms/ (accessed 05/31/2006).
    • Shome N. Probabilistic seismic demand analysis of nonlinear structures. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 1999; 320. http://www.stanford.edu/group/rms/ (accessed 05/31/2006).
  • 2
    • 85009338516 scopus 로고    scopus 로고
    • Luco N. Probabilistic seismic demand analysis, SMRF connection fractures, and near-source effects. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2002; 260pp. http://www.stanford.edu/group/rms/ (accessed 05/31/ 2006).
    • Luco N. Probabilistic seismic demand analysis, SMRF connection fractures, and near-source effects. Ph.D. Dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2002; 260pp. http://www.stanford.edu/group/rms/ (accessed 05/31/ 2006).
  • 3
    • 0003222743 scopus 로고    scopus 로고
    • Calculating building seismic performance reliability: A basis for multi-level design norms
    • Paper No. 2122, Acapulco, Mexico, 8pp
    • Cornell CA. Calculating building seismic performance reliability: a basis for multi-level design norms. Proceedings of the 11th World Conference on Earthquake Engineering, Paper No. 2122, Acapulco, Mexico, 1996; 8pp.
    • (1996) Proceedings of the 11th World Conference on Earthquake Engineering
    • Cornell, C.A.1
  • 4
    • 0002202344 scopus 로고    scopus 로고
    • Progress and challenges in seismic performance assessment
    • 4pp, accessed 05/09
    • Cornell CA, Krawinkler H. Progress and challenges in seismic performance assessment. PEER Center News 2000; 3(2):4pp. http://peer.berkeley.edu/news/2000spring/index.html (accessed 05/09/ 2006).
    • (2006) PEER Center News 2000 , vol.3 , Issue.2
    • Cornell, C.A.1    Krawinkler, H.2
  • 6
    • 85009296605 scopus 로고    scopus 로고
    • FEMA-355. State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking. SAC Joint Venture, Sacramento, CA, 2000.
    • FEMA-355. State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking. SAC Joint Venture, Sacramento, CA, 2000.
  • 9
    • 34250736042 scopus 로고    scopus 로고
    • Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions
    • Luco N, Cornell CA. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions. Earthquake Spectra 2007; 23(2):357-392.
    • (2007) Earthquake Spectra , vol.23 , Issue.2 , pp. 357-392
    • Luco, N.1    Cornell, C.A.2
  • 10
    • 85009296609 scopus 로고    scopus 로고
    • Luco N, Bazzurro P. Effects of Earthquake Record Scaling on Nonlinear Structural Response. Report for Pacific Earthquake Engineering Research (PEER) Center, Lifelines Program Project 1G00 Addenda, 2004; 64pp. http://peer.berkeley.edu/lifelines/LL-CEC/reports/final_reports/ 1G00-FR.pdf (accessed 07/30/2006).
    • Luco N, Bazzurro P. Effects of Earthquake Record Scaling on Nonlinear Structural Response. Report for Pacific Earthquake Engineering Research (PEER) Center, Lifelines Program Project 1G00 Addenda, 2004; 64pp. http://peer.berkeley.edu/lifelines/LL-CEC/reports/final_reports/ 1G00-FR.pdf (accessed 07/30/2006).
  • 11
    • 23044499864 scopus 로고    scopus 로고
    • A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon
    • Baker JW, Cornell CA. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthquake Engineering and Structural Dynamics 2005; 34(10):1193-1217.
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.10 , pp. 1193-1217
    • Baker, J.W.1    Cornell, C.A.2
  • 12
    • 0030929096 scopus 로고    scopus 로고
    • Empirical response spectral attenuation relations for shallow crustal earthquakes
    • Abrahamson NA, Silva WJ. Empirical response spectral attenuation relations for shallow crustal earthquakes. Seismological Research Letters 1997; 68(1):94-127.
    • (1997) Seismological Research Letters , vol.68 , Issue.1 , pp. 94-127
    • Abrahamson, N.A.1    Silva, W.J.2
  • 14
    • 35848957003 scopus 로고    scopus 로고
    • Investigating the influence of elastic spectral shape on the limit-state capacities of a 9-storey building through IDA
    • Paper No. 1463, Vancouver, BC Canada
    • Vamvatsikos D, Cornell CA. Investigating the influence of elastic spectral shape on the limit-state capacities of a 9-storey building through IDA. Proceedings of the 13th World Conference on Earthquake Engineering, Paper No. 1463, Vancouver, BC Canada, 2004.
    • (2004) Proceedings of the 13th World Conference on Earthquake Engineering
    • Vamvatsikos, D.1    Cornell, C.A.2
  • 15
    • 85009295117 scopus 로고    scopus 로고
    • Baker JW, Cornell CA. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis. Report No. 150, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA, 2005; 321. http://blume.stanford.edu/Blume/TRList.htm (accessed 05/31/ 2006).
    • Baker JW, Cornell CA. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis. Report No. 150, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA, 2005; 321. http://blume.stanford.edu/Blume/TRList.htm (accessed 05/31/ 2006).
  • 17
    • 33846058204 scopus 로고    scopus 로고
    • An empirical ground motion attenuation relation for inelastic spectral displacement
    • Tothong P, Cornell CA. An empirical ground motion attenuation relation for inelastic spectral displacement. Bulletin of the Seismological Society of America 2006; 96(6):2146-2164.
    • (2006) Bulletin of the Seismological Society of America , vol.96 , Issue.6 , pp. 2146-2164
    • Tothong, P.1    Cornell, C.A.2
  • 21
    • 85009296611 scopus 로고    scopus 로고
    • Ibarra LF, Krawinkler H. Global collapse of frame structures under seismic excitations. Report No. 152, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2005; 324pp. http://blume.stanford.edu/Blume/TRList.htm (accessed 05/31/2006).
    • Ibarra LF, Krawinkler H. Global collapse of frame structures under seismic excitations. Report No. 152, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2005; 324pp. http://blume.stanford.edu/Blume/TRList.htm (accessed 05/31/2006).
  • 23
    • 85009296610 scopus 로고    scopus 로고
    • Medina RA, Krawinkler H. Seismic demands for nondeteriorating frame structures and their dependence on ground motions. Report No. 144, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2003; 347pp. http://blume.stanford.edu/Blume/TRList.htm (accessed 05/31/2006).
    • Medina RA, Krawinkler H. Seismic demands for nondeteriorating frame structures and their dependence on ground motions. Report No. 144, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2003; 347pp. http://blume.stanford.edu/Blume/TRList.htm (accessed 05/31/2006).
  • 24
    • 0001430832 scopus 로고    scopus 로고
    • A nonlinear analysis method for performance-based seismic design
    • Fajfar P. A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 2000; 16(3): 573-592.
    • (2000) Earthquake Spectra , vol.16 , Issue.3 , pp. 573-592
    • Fajfar, P.1
  • 25
    • 1842788696 scopus 로고    scopus 로고
    • Evaluation of modal and FEMA pushover analyses: SAC buildings
    • Goel RK, Chopra AK. Evaluation of modal and FEMA pushover analyses: SAC buildings. Earthquake Spectra 2004; 20(1):225-254.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 225-254
    • Goel, R.K.1    Chopra, A.K.2
  • 26
    • 84865834892 scopus 로고    scopus 로고
    • Ground motion intensity measures for collapse capacity prediction: Choice of optimal spectral period and effect of spectral shape
    • San Francisco, CA, 10pp
    • Haselton CB, Baker JW. Ground motion intensity measures for collapse capacity prediction: choice of optimal spectral period and effect of spectral shape. Proceedings of the 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA, 2006; 10pp.
    • (2006) Proceedings of the 8th U.S. National Conference on Earthquake Engineering
    • Haselton, C.B.1    Baker, J.W.2
  • 27
    • 33644541955 scopus 로고    scopus 로고
    • Which spectral acceleration are you using?
    • Baker JW, Cornell CA. Which spectral acceleration are you using? Earthquake Spectra 2006; 22(2):293-312.
    • (2006) Earthquake Spectra , vol.22 , Issue.2 , pp. 293-312
    • Baker, J.W.1    Cornell, C.A.2
  • 34
    • 35548989427 scopus 로고    scopus 로고
    • Explicit directivity-pulse inclusion in probabilistic seismic hazard analysis
    • in press
    • Tothong P, Cornell CA, Baker JW. Explicit directivity-pulse inclusion in probabilistic seismic hazard analysis. Earthquake Spectra 2007, in press.
    • (2007) Earthquake Spectra
    • Tothong, P.1    Cornell, C.A.2    Baker, J.W.3
  • 35
    • 85009296600 scopus 로고    scopus 로고
    • Alavi B, Krawinkler H. Effects of near-field ground motion on frame structures. Report No. 138, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2001; 301pp. http://blume.stanford.edu/Blume/ TRList.htm (accessed 05/31/2006).
    • Alavi B, Krawinkler H. Effects of near-field ground motion on frame structures. Report No. 138, John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2001; 301pp. http://blume.stanford.edu/Blume/ TRList.htm (accessed 05/31/2006).
  • 37
    • 3142735149 scopus 로고    scopus 로고
    • Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems
    • Mavroeidis GP, Dong G, Papageorgiou AS. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems. Earthquake Engineering and Structural Dynamics 2004; 33(9): 1023-1049.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.9 , pp. 1023-1049
    • Mavroeidis, G.P.1    Dong, G.2    Papageorgiou, A.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.