|
|
 |
|||||||||||||||||
|
|||||||||||||||||
 |
|||||||||||||||||
| JOURNAL HOME | HELP | CONTACT PUBLISHER | SUBSCRIBE | ARCHIVE | SEARCH | TABLE OF CONTENTS |
Department of Geological Sciences Seismological Observatory Virginia Polytechnic Institute and State University, Blacksburg, Virginia 24061-0420
Abstract
The solutions of many earthquake engineering problems involve dynamic analyses using ground-motion time series. It is often desirable to base the selection of such motions on a probabilistic estimate of the seismic hazard. The hazard density function evaluated at a chosen hazard level provides the information necessary to determine objectively the most likely earthquake events, defined by magnitude and distance, that contribute to seismic hazard. For a wide range of hazard models it is possible to show that the difference between the median motion at a site, given the occurrence of the most likely event, and the motion value corresponding to a specified hazard level, is due entirely to the modeling of random error in the strong-motion data set. This points to a straightforward approach to selecting ground-motion recordings that represent the most likely time-domain realizations of the hazard model for a given motion parameter and hazard level. Ground-motion time series selection and/or synthesis based upon this approach, for various frequency bands of the response spectrum, can provide an optimum basis for seismic design.
This article has been cited by other articles:
|
|
 |
|
  S. Barani, D. Spallarossa, and P. Bazzurro Disaggregation of Probabilistic Ground-Motion Hazard in Italy Bulletin of the Seismological Society of America, October 1, 2009; 99(5): 2638 - 2661. [Abstract] [Full Text] [PDF]
|
|
|
|
|
|
G. Ameri, F. Pacor, G. Cultrera, and G. Franceschina Deterministic Ground-Motion Scenarios for Engineering Applications: The Case of Thessaloniki, Greece Bulletin of the Seismological Society of America, June 1, 2008; 98(3): 1289 - 1303. [Abstract] [Full Text] [PDF]
|
|
|
|
|
|
M. Pagani and A. Marcellini Seismic-Hazard Disaggregation: A Fully Probabilistic Methodology Bulletin of the Seismological Society of America, October 1, 2007; 97(5): 1688 - 1701. [Abstract] [Full Text] [PDF]
|
|
|
|
|
|
V. Convertito and A. Herrero Influence of Focal Mechanism in Probabilistic Seismic Hazard Analysis Bulletin of the Seismological Society of America, December 1, 2004; 94(6): 2124 - 2136. [Abstract] [Full Text] [PDF]
|
|
|
|
|
|
Deaggregation in Magnitude, Distance, and Azimuth in the South and West of the Iberian Peninsula Bulletin of the Seismological Society of America, August 1, 2002; 92(6): 2177 - 2185.
|
|
|
|
|
|
Mean and Modal {epsilon} in the Deaggregation of Probabilistic Ground Motion Bulletin of the Seismological Society of America, December 1, 2001; 91(6): 1537 - 1552.
|
|
|
|
|
|
Geographic Deaggregation of Seismic Hazard in the United States Bulletin of the Seismological Society of America, February 1, 2001; 91(1): 13 - 26.
|
|
|
|
|
|
P. Bazzurro and C. Allin Cornell Disaggregation of seismic hazard Bulletin of the Seismological Society of America, April 1, 1999; 89(2): 501 - 520. [Abstract] [PDF]
|
|
|
|
|
|
S. Harmsen, D. Perkins, and A. Frankel Deaggregation of probabilistic ground motions in the central and eastern United States Bulletin of the Seismological Society of America, February 1, 1999; 89(1): 1 - 13. [Abstract] [PDF]
|
|
|
|
|
|
C. H. Cramer and M. D. Petersen Predominant seismic source distance and magnitude maps for Los Angeles, Orange, and Ventura Counties, California Bulletin of the Seismological Society of America, October 1, 1996; 86(5): 1645 - 1649. [Abstract] [PDF]
|
|
|
|
|
|
R. K. McGuire Probabilistic seismic hazard analysis and design earthquakes: Closing the loop Bulletin of the Seismological Society of America, October 1, 1995; 85(5): 1275 - 1284. [Abstract] [PDF]
|
|
| JOURNAL HOME | HELP | CONTACT PUBLISHER | SUBSCRIBE | ARCHIVE | SEARCH | TABLE OF CONTENTS |
