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Volumn 15, Issue , 2006, Pages 8830-8839

Ground motion intensity measures for collapse capacity prediction: Choice of optimal spectral period and effect of spectral shape

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING PROPERTY; CALIFORNIA; CAPACITY PREDICTION; CODE DESIGNS; COLLAPSE ANALYSIS; COLLAPSE SIMULATION; COMMON GROUND; DUCTILE STRUCTURES; DUCTILITY CAPACITY; FUNDAMENTAL PERIOD; GROUND MOTION INTENSITY MEASURES; GROUND MOTIONS; HAZARD SPECTRUMS; INTENSITY MEASURE; NEGATIVE STIFFNESS; ON DYNAMICS; SINGLE-DEGREE-OF-FREEDOM; SPECTRAL ACCELERATION; SPECTRAL SHAPES;

EID: 84865834892     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (44)

References (13)
  • 3
    • 23044499864 scopus 로고    scopus 로고
    • A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon
    • DOI 10.1002/eqe.474
    • Baker J.W. and C.A. Cornell C.A., 2005b. A vector-valued ground motion intensity measure consisting of spectral accel. and epsilon, Earthquake Engr. & Structural Dynamics, 34 (10), 1193-1217. (Pubitemid 41070678)
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.10 , pp. 1193-1217
    • Baker, J.W.1    Cornell, C.A.2
  • 5
    • 0030953425 scopus 로고    scopus 로고
    • Equations for estimating horizontal response spectra and peak acceleration from western north american earthquakes: A summary of recent work
    • Boore, D.M., Joyner W.B., and Fumal T.E., 1997. Equations for estimating horizontal response spectra and peak acceleration from western north american earthquakes: A summary of recent work, Seismological Research Letters, 68 (1), 128-153.
    • (1997) Seismological Research Letters , vol.68 , Issue.1 , pp. 128-153
    • Boore, D.M.1    Joyner, W.B.2    Fumal, T.E.3
  • 6
    • 84865854350 scopus 로고    scopus 로고
    • Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - Part i: Ground motion selection and structural collapse simulation
    • San Francisco, California, April 18-22, 2006
    • Goulet, C., C.B. Haselton, J. Mitrani-Reiser, G.G. Deierlein, J.P. Stewart, and E. Taciroglu (2006), "Evaluation of the Seismic Performance of a Code-Conforming Reinforced-Concrete Frame Building - Part I: Ground Motion Selection and Structural Collapse Simulation", 8th National Conference on Earthquake Engineering, San Francisco, California, April 18-22, 2006.
    • (2006) 8th National Conference on Earthquake Engineering
    • Goulet, C.1    Haselton, C.B.2    Mitrani-Reiser, J.3    Deierlein, G.G.4    Stewart, J.P.5    Taciroglu, E.6
  • 8
    • 26444568744 scopus 로고    scopus 로고
    • Hysteretic models that incorporate strength and stiffness deterioration
    • DOI 10.1002/eqe.495
    • Ibarra, L., Medina, R., and H. Krawinkler, 2005. "Hysteretic models that incorporate strength and stiffness deterioration," Earthquake Engr. and Structural Dynamics, Vol. 34, pp. 1489-1511.. (Pubitemid 41419658)
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.12 , pp. 1489-1511
    • Ibarra, L.F.1    Medina, R.A.2    Krawinkler, H.3
  • 12
    • 0032130895 scopus 로고    scopus 로고
    • Earthquakes, records, and nonlinear responses
    • Shome, N., C.A. Cornell, P. Bazzuro, and J.F. Carballo, 1998. "Earthquakes, Records, and Nonlinear Responses," Earthquake Spectra, 14(3), 469-500. (Pubitemid 128619663)
    • (1998) Earthquake Spectra , vol.14 , Issue.3 , pp. 469-500
    • Shome, N.1    Cornell, C.A.2    Bazzurro, P.3    Carballo, J.E.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.