Bibliography#
Hazard Related Bibliography#
Books#
Aki, K. and P. G. Richards (2002). Quantitative Seismology. Sausalito, California: University Science Books (cited on page 36).
McGuire, R. K. (2004). Seismic Hazard and Risk Analysis. 254 pages. Earthquake Engineering Research Institute (cited on page 15).
Reiter, L. (1991). Earthquake hazard analysis. Columbia University Press (cited on page 11).
Articles#
Abrahamson, N. A. and J. J. Bommer (2005). “Probability and Uncertainty in Seismic Hazard Analysis”. In: Earthquake Spectra 21.2, pages 603–607 (cited on page 43).
Abrahamson, N. A. and K. Shedlock (1997). “Over”. In: Seismological Research Letters 68.1, pages 9–23 (cited on page 35).
Abrahamson, N. A. and W. Silva (2008). “Summary of the Abrahamson & Silva NGA Ground- Motion Relations”. In: Earthquake Spectra 24.1, pages 67–97 (cited on pages 37, 51).
Al Atik, L., N. A. Abrahamson, J. J. Bommer, F. Scherbaum, F. Cotton, and N. M. Kuehn (2010). “The Variability of Ground-Motion Prediction Models and Its Components”. In: Seismological Research Letters 81.5, pages 794–801. DOI: 10.1785/gssrl.81.5.794 (cited on page 35).
Bazzurro, P. and C. A. Cornell (1999). “Disaggregation of Seismic Hazard”. In: Bulletin of the Seismological Society of America 89.2, pages 501–520 (cited on pages 12, 21)
Bommer, J. J., K. J. Coppersmith, R. T. Coppersmith, K. L. Hanson, A. Mangongolo, J. Neveling, H. M. Rathje, A. Rodriguez-Marek, F. Scherbaum, R. Shelembe, P. J. Stafford, and F. O. Strasser (2014). “A SSHAC Level 3 Probabilistic Seismic Hazard Analysis for a New-Build Nuclear Site in South Africa”. In: Earthquake Spectra Accepted for publication (cited on page 40).
Bommer, J. J. and F. Scherbaum (2008). “The Use and Misuse of Logic Trees in Probabilistic Seismic Hazard Analysis”. In: Earthquake Spectra 24.4, pages 997–1009 (cited on page 43). Boore (2003). “Estimated Ground Motion From the 1994 Northridge, California, Earthquake at the Site of the Interstate 10 and La Cienega Boulevard Bridge Collapse, West Los Angeles, California”. In: Bull. Seism. Soc. Am. (Cited on page 40).
Boore, D. M. (2010). “Orientation-Independent, Nongeometric-Mean Measures of Seismic Intensity from Two Horizontal Components of Motion”. In: Bulletin of the Seismological Society of America 100.4, pages 1830–1835. DOI: 10.1785/0120090400 <http://dx.doi.org/10.1785/0120090400>`__ (cited on page 38). Boore, D. M. and G. M. Atkinson (2008). “Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s”. In: Earthquake Spectra 24.1, pages 99–138 (cited on page 51).
Boore, D. M., J. Watson-Lamprey, and N. A. Abrahamson (2006). “Orientation-independent measures of ground motion”. In: Bulletin of the Seismological Society of America 96, pages 1502–1511 (cited on page 38).
Campbell, K. W. and Y. Bozorgnia (2008). “NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s”. In: Earthquake Spectra 24.1, pages 139–171 (cited on pages 51, 52).
Chiou, B. S. J. and R. R. Youngs (2014). “Update of the Chiou and Youngs NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra”. In: Earthquake Spectra In press. (Cited on page 41).
Chiou, B. S.-J. and R. R. Youngs (2008). “An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra”. In: Earthquake Spectra 24, pages 173–215 (cited on pages 37, 51).
Crowley, H. and J. J. Bommer (2006). “Modelling Seismic Hazard in Earthquake Loss Models with Spatially Distributed Exposure”. In: Bulletin of Earthquake Engineering 4, pages 249– 273. DOI: 10.1007/s10518-006-9009-y (cited on page 40).
Delavaud, E., F. Cotton, S. Akkar, F. Scherbaum, L. Danciu, C. Beauval, S. Drouet, J. Douglas, R. Basili, M. A. Sandikkaya, M. Segou, E. Faccioli, and N. Theodulidis (2012). “Toward a ground-motion logic tree for probabilistic seismic hazard assessment in Europe”. In: Journal of Seismology 16, pages 451–473. DOI: 10.1007/s10950-012-9281-z (cited on page 35).
Ebel, J. E. and A. L. Kafka (1999). “A Monte Carlo Approach to Seismic Hazard Analysis”. In: Bull. Seism. Soc. Am. 89.4, pages 854–866 (cited on pages 12, 19).
Field, E. H., T. H. Jordan, and C. A. Cornell (2003). “OpenSHA - A developing Community- Modeling Environment for Seismic Hazard Analysis”. In: Seism. Res. Lett. 74, pages 406– 419 (cited on pages 11, 17).
Hanks, T. C. and H. Kanamori (1979). “A moment magnitude scale”. In: Journal of Geophysical Research 84.B5, pages 2348–2350 (cited on page 36).
Jayaram, N. and J. W. Baker (2009). “Correlation model for spatially distributed ground-motion intensities”. In: Earthquake Engineering and Structural Dynamics 38.15, pages 1687–1708. DOI: 10.1002/eqe.922 (cited on page 40).
McGuire, K. K., C. A. Cornell, and G. R. Toro (2005). “The Case for Using Mean Seismic Hazard”. In: Earthquake Spectra 21.3, pages 879–886 (cited on page 43).
McGuire, R. K. (1995). “Probabilistic Seismic Hazard Analysis and Design Earthquake: Closing the Loop”. In: Bulletin of the Seismological Society of America 85.5, pages 1275–1284 (cited on page`18).
Musson (2012). “On the Nature of Logic Trees in Probabilistic Seismic Hazard Assessment”. In: Earthquake Spectra 28.3, pages 1291–1296. DOI: 10.1193/1.4000062 (cited on page 43).
Musson, R. M. W. (2000). “The use of Monte Carlo simulations for seismic hazard assessment in the U.K.” In: Annals of Geophys. 43.1, pages 1–9 (cited on page 12).
Pagani, M., D. Monelli, G. Weatherill, L. Danciu, H. Crowley, V. Silva, P. Henshaw, L. Butler, M. Nastasi, L. Panzeri, M. Simionato, and D. Vigano (2014a). “OpenQuake Engine: An Open Hazard (and Risk) Software for the Global Earthquake Model”. In: Seism. Res. Lett. 85.3, pages 692–702. DOI: 10.1785/0220130087 (cited on page 9).
Scherbaum, F. and N. M. Kuehn (2011). “Logic tree branch weights and probabilities: Summing up to one is not enough”. In: Earthquake Spectra in press (cited on pages 43, 65).
Scherbaum, F., J. Schmedes, and F. Cotton (2004). “On the Conversion of Source-to-Site Distance Measures for Extended Earthquake Source Models”. In: Bulletin of the Seismological Society of America 94.3, pages 1053–1069. DOI: 10.1785/0120030055 (cited on page 36).
Schwartz, D. P. and K. J. Coppersmith (1984). “Fault behavior and characteristic earthquakes: Examples from the Wasatch and San Andreas Fault Zones”. In: Journal of Geophysical Research: Solid Earth 89.B7, pages 5681–5698 (cited on pages 24, 32).
Trifunac, M. D. and A. G. Brady (1975). “A study on the duration of strong earthquake ground- motion”. In: Bulletin of the Seismological Society of America (cited on page 37).
Youngs, R. R. and K. J. Coppersmith (1985). “Implications of fault slip rates and eaarthquake recurrence models to probabilistic seismic hazard estimates”. In: Bull. Seism. Soc. Am. 75.4, pages 939–964 (cited on page 24).
Other Sources#
Akkar, S., J. Douglas, C. Di Alessandro, K. W. Campbell, P. G. Somerville, F. Cotton, W. A. Silva, and J. W. Baker (2013). Define a Consistent Strategy to Model Ground Motion: Consistency in Model Parameters. Technical report. 71 pages. GEM Foundation (cited on page 36).
Bazzurro, P. and N. Luco (2005). “Accounting for uncertainty and correlation in earthquake loss estimation”. In: Proceedings of ICOSSAR 2005, Safety and Reliability of Engineering Systems and Structures (cited on page 40).
Budnitz, R. J., G. Apostolakis, D. M. Boore, S. L. Cluff, K. J. Coppersmith, C. A. Cornell, and P. A. (1997) Morris (1997). Recommendations for Probabilistic Seismic Hazard Analysis: Guidance on Uncertainty and the Use of Experts. Technical report NUREG/CR-6372. Two volumes. Washington D.C., United States: U.S. Nuclear Regulatory Commission (cited on page 43).
Crowley, H., V. Silva (2013). OpenQuake Engine Book: Risk v1.0.0. GEM Foundation, Pavia, Italy.
Central and Eastern United States Seismic Source Characterization for Nuclear Facilities. (2012). Technical report. EPRI, Palo Alto, CA, U.S. DOE, and U.S. NRC (cited on page 45).
Frankel, A., C. Mueller, T. Barnhard, D. Perkins, E. Leyendecker, N. Dickman, S. Hanson, and M. Hopper (1996). National Seismic Hazard Maps-Documentation June 1996. Open-File Report 96-532. U.S. Geological Survey (cited on page 40).
Kulkarni, R. B., R. R. Youngs, and K. J. Coppersmith (1984). “Assessment of confidence intervals for results of seismic hazard analysis”. In: Proceedings, Eighth World Conference on Earthquake Engineering (cited on page 43).
Pagani, M., D. Monelli, G. Weatherill, and J. Garcia (2014b). Testing procedures adopted in the development of the hazard Component of the OpenQuake-engine. Technical report. GEM Technical Report (cited on page 13).
Pagani, M., Monelli, D., Weatherill, G. A. and Garcia, J. (2014c). The OpenQuake engine Book: Hazard. Global Earthquake Model (GEM) Technical Report 2014-08, doi: 10.13117/- GEM.OPENQUAKE.TR2014.08, 67 pages
Park, J., P. Bazzurro, and Baker (2007). “Modeling spatial correlation of ground motion Intensity Measures for regional seismic hazard and portfolio loss estimation”. In: Applications of Statistics and Probability in Civil Engineering. Edited by Takada & Furuta Kanda. Taylor & Francis Group (cited on page 40).
Petersen, M. D., A. D. Frankel, S. C. Harmsen, C. S. Mueller, K. M. Haller, R. L. Wheeler, R. L. Wesson, Y. Yzeng, O. S. Boys, D. M. Perkins, N. Luco, E. H. Field, C. J. Wills, and K. S. Rukstales (2008). Documentation for the 2008 Update of the United States National Seismic Hazard Maps. Open File Report 2008-1128. U.S. Department of the Interior, U.S. Geological Survey (cited on pages 51, 55).
Petersen, M., S. Harmsen, K. Haller, C. Mueller, N. Luco, G. Hayes, J. Dewey, and K. Rukstales (2010). “Preliminary Seismic Hazard Model for South America”. In: LA SISMOLOGÍA EN SUDAMÉRICA Y LOS MECANISMOS DE PREVENCIÓN Y MITIGACIÓN DEL PELIGRO Y RIESGO SÍSMICO. Edited by Daniel Huaco. Lima, Peru (cited on page 32).
Somerville, P. G. and A. Pitarka (2006). “Differences in earthquake source and ground motion characteristics between surface and buried earthquakes”. In: Proc. Eighth National Conf. Earthquake Engineering. Paper no. 977 (cited on page 37).
Thomas, P., I. Wong, and N. A. Abrahamson (2010). Verification of Probabilistic Seismic Hazard Analysis Computer Programs. PEER Report 2010/106. College of Engineering, University of California, Berkeley: Pacific Earthquake Engineering Centre (cited on page 13).
USNRC (2012). ractical implementation guidelines for SSHAC Level 3 and 4 hazard studies. Technical report. 235 pages. US Nuclear Regulatory Commission (cited on page 15).
Weatherill, G. (2014). Ground Motion Prediction Equation and Strong Motion Modeller’s Tookit. Technical report. GEM Foundation (cited on page 38).
Risk Related Bibliography#
Bal, I., Crowley, H., and Pinho, R. (2010). Displacement-Based Earthquake Loss Assessment: Method Development and Application to Turkish Building Stock. PhD thesis, Centre for Post-Graduate Training and Research in Earthquake Engineering and Engineering Seismology.
Crowley, H., Cerisara, A., Jaiswal, K., Keller, N., Luco, N., Pagani, M., Porter, K., Silva, V., Wald, D., and B., W. (2010a). GEM1 Seismic Risk Report: Part 2. GEM Technical Report 2010-5, GEM Foundation, Pavia, Italy.
Crowley, H., Colombi, M., Crempien, J., Erduran, E., Lopez, M., Liu, H., Mayfield, M., and Milanesi,
M. (2010b). GEM1 Seismic Risk Report: Part 1. GEM Technical Report 2010-5, GEM Foundation, Pavia, Italy.
Crowley, H. and Pinho, R. (2004). Period-height relationship for existing european reinforced concrete buildings. Journal of Earthquake Engineering, 8:93–120.
Danciu, L., Monelli, D., Pagani, M., and Wiemer, S. (2010). Gem1 hazard: Review of psha software.
GEM Technical Report 2010-2, GEM Foundation, Pavia, Italy.
FEMA-440:ATC (2005). Improvement of nonlinear static seismic analysis procedures,. Technical report, California, USA.
GEM Foundation (2010). GEM1 Executive Summary. GEM Technical Report 2010-1, GEM Founda- tion, Pavia, Italy.
Pagani, M., Monelli, D., Crowley, H., Danciu, L., Field, E. H., Wiemer, S., and Giardini, D. (2010). GEM1 Hazard: Description of Input Models, Calculation Engine and Main Results. GEM Technical Report 2010-3, GEM Foundation, Pavia, Italy.