Correlations between duration and number of effective cycles of earthquake ground motion

Soil Dynamics and Earthquake Engineering

Volumn 26, Issue 1, 2006, Pages 1-13

  Bommer, Julian J ^a   Hancock, Jonathan ^a   Alarcón, John E ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Duration; Number of cycles; Period content; Strong ground motion

Indexed keywords

ACCELERATION; CORRELATION METHODS; ROCKS; SOIL LIQUEFACTION; SOILS;

NUMBER OF CYCLES; PERIOD CONTENT; STRONG GROUND MOTION;

EARTHQUAKES;

CYCLICITY; EARTHQUAKE ENGINEERING; GROUND MOTION;

EID: 29744437293     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.10.004     Document Type: Article

References (22)

1. R.A. Green G.A. Terri Number of equivalent cycles concept for liquefaction evaluations-revisited J Geotech Geoenviron Eng 131 4 2005 477-488
2. N. Shome A.C. Cornell P. Bazzurro J.E. Carballo Earthquakes, records and nonlinear responses Earthq Spectra 14 3 1998 469-500
3. J.J. Bommer G. Magenes J. Hancock P. Penazzo The influence of strong-motion duration on the seismic response of masonry structures Bull Earthq Eng 2 1 2004 1-24
4. J.J. Bommer R. Mendis Scaling of displacement spectral ordinates with damping ratios Earthq Eng Struct Dyn 34 2 2005 145-165
5. J.J. Bommer A. Martinez-Pereira The effective duration of earthquake strong motion J Earthq Eng 3 2 1999 127-172
6. Bommer JJ, Martinez-Pereira A. Strong motion parameters: Definition, usefulness and predictability. In: Proceedings of the 12th world conference of earthquake engineering. Auckland, New Zealand; 2000: Paper no. 206.
7. J. Hancock J.J. Bommer The effective number of cycles of earthquake ground motion Earthq Eng Struct Dyn 34 6 2005 637-664
8. A. Arias A measure of earthquake intensity In: R.J. Hanson editor. Seismic design for nuclear power plants 1970 MIT Press Cambridge, MA 438-489
9. J. Douglas Earthquake ground motion estimation using strong-motion records: A review of equations for estimation of peak ground acceleration and spectral spectral ordinates Earth Sci Rev 61 1 2003 43-104
10. J.J. Bommer F. Scherbaum H. Bungum F. Cotton F. Sabetta N.A. Abrahamson On the use of logic trees for ground-motion prediction equations in seismic-hazard analysis Bull Seismol Soc Am 95 2 2005 377-389
11. N.N. Ambraseys M.W. Free Surface wave magnitude calibration for European region earthquakes J Earthq Eng 1 1 1997 1-22
12. F. Scherbaum J. Schmedes F. Cotton On the conversion of source-to-site distance measures for extended earthquake source models Bull Seismol Soc Am 94 3 2004 1053-1069
13. K. Kawashima K. Aizawa Bracketed and normalized durations of earthquake ground motions Earthq Eng Struct Dyn 18 1989 1041-1051
14. Abrahamson NA, Silva WJ. Empirical ground motion models. Report to Brookhaven National Laboratory; 1996.
15. Stewart JP, Chiou SJ, Bray JD, Graves PG, Sommerville PG, Abrahamson NA. Ground motion evaluation procedures for performance based design. PEER report 2001/09, pacific earthquake research center, University of Berkeley; 2001.
16. Papazachos BC, Papaioannou CA, Margaris VN, Theodulidis NP. Seismic hazard assessment in Greece based on strong motion duration. In: Proceedings of the 10th world conference on earthquake engineering, Madrid, Spain, vol. 1; 1992.
17. A. Liu J.P. Stewart N.A. Abrahamson Y. Moriwaki Equivalent number of uniform stress cycles for soil liquefaction analysis J Geotech Geoenviron Eng 127 12 2001 1017-1026
18. N.A. Abrahamson W.J. Silva Empirical response spectral attenuation relations for shallow crustal earthquakes Seismol Res Lett 68 1 1997 94-127
19. E.M. Rathje F. Faraj S. Russell J.D. Bray Empirical relationships for frequency content parameters of earthquake ground motions Earthq Spectra 20 1 2004 119-144
20. W.K. Tso T.J. Zhu A.C. Heidebrecht Engineering implication of ground motion A/V ration Soil Dyn Earthq Eng 11 3 1992 133-144
21. J.J. Bommer A.B. Acevedo The use of real earthquake accelerograms as input to dynamic analysis J Earthq Eng 8 special issue 1 2004 43-91
22. S.L. Kramer Geotechnical earthquake engineering 1996 Prentice-Hall Englewood Cliffs, NJ