| 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 KW Campbell, Y Bozorgnia Earthquake spectra 24 (1), 139-171, 2008 | 1731 | 2008 |
| NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra KW Campbell, Y Bozorgnia Earthquake Spectra 30 (3), 1087-1115, 2014 | 1278 | 2014 |
| Earthquake engineering: from engineering seismology to performance-based engineering Y Bozorgnia, VV Bertero CRC press, 2004 | 709 | 2004 |
| NGA-West2 research project Y Bozorgnia, NA Abrahamson, LA Atik, TD Ancheta, GM Atkinson, ... Earthquake Spectra 30 (3), 973-987, 2014 | 653 | 2014 |
| Updated near-source ground-motion (attenuation) relations for the horizontal and vertical components of peak ground acceleration and acceleration response spectra KW Campbell, Y Bozorgnia Bulletin of the Seismological Society of America 93 (1), 314-331, 2003 | 572 | 2003 |
| An overview of the NGA project M Power, B Chiou, N Abrahamson, Y Bozorgnia, T Shantz, C Roblee Earthquake spectra 24 (1), 3-21, 2008 | 566 | 2008 |
| Comparisons of the NGA ground-motion relations N Abrahamson, G Atkinson, D Boore, Y Bozorgnia, K Campbell, B Chiou, ... Earthquake Spectra 24 (1), 45-66, 2008 | 391 | 2008 |
| The vertical-to-horizontal response spectral ratio and tentative procedures for developing simplified V/H and vertical design spectra Y Bozorgnia, KW Campbell Journal of Earthquake Engineering 8 (02), 175-207, 2004 | 359 | 2004 |
| Characteristics of free-field vertical ground motion during the Northridge earthquake Y Bozorgnia, M Niazi, KW Campbell Earthquake spectra 11 (4), 515-525, 1995 | 233 | 1995 |
| Campbell-Bozorgnia NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters KW Campbell, Y Bozorgnia Pacific Earthquake Engineering Research Center, 2007 | 232 | 2007 |
| Evaluation of ground motion selection and modification methods: Predicting median interstory drift response of buildings CB Haselton, JW Baker, Y Bozorgnia, CA Goulet, E Kalkan, N Luco, ... PEER report 1, 1-288, 2009 | 231 | 2009 |
| Comparison of nga-west2 gmpes N Gregor, NA Abrahamson, GM Atkinson, DM Boore, Y Bozorgnia, ... Earthquake Spectra 30 (3), 1179-1197, 2014 | 199 | 2014 |
| Selection of ground motion prediction equations for the global earthquake model JP Stewart, J Douglas, M Javanbarg, Y Bozorgnia, NA Abrahamson, ... Earthquake Spectra 31 (1), 19-45, 2015 | 179 | 2015 |
| A ground motion prediction equation for the horizontal component of cumulative absolute velocity (CAV) based on the PEER-NGA strong motion database KW Campbell, Y Bozorgnia Earthquake Spectra 26 (3), 635-650, 2010 | 163 | 2010 |
| A comparison of ground motion prediction equations for Arias intensity and cumulative absolute velocity developed using a consistent database and functional form KW Campbell, Y Bozorgnia Earthquake Spectra 28 (3), 931-941, 2012 | 132 | 2012 |
| Damage spectra: Characteristics and applications to seismic risk reduction Y Bozorgnia, VV Bertero Journal of Structural Engineering 129 (10), 1330-1340, 2003 | 126 | 2003 |
| Representation of bidirectional ground motions for design spectra in building codes JP Stewart, NA Abrahamson, GM Atkinson, JW Baker, DM Boore, ... Earthquake Spectra 27 (3), 927-937, 2011 | 119 | 2011 |
| NGA-West2 Campbell-Bozorgnia ground motion model for the horizontal components of PGA, PGV, and 5%-damped elastic pseudo-acceleration response spectra for periods ranging from … KW Campbell, Y Bozorgnia Pacific Earthquake Engineering Research Center, 2013 | 112 | 2013 |
| Ground motion model for the vertical-to-horizontal (V/H) ratios of PGA, PGV, and response spectra Y Bozorgnia, KW Campbell Earthquake Spectra 32 (2), 951-978, 2016 | 105 | 2016 |
| Vertical ground motion model for PGA, PGV, and linear response spectra using the NGA-West2 database Y Bozorgnia, KW Campbell Earthquake Spectra 32 (2), 979-1004, 2016 | 99 | 2016 |
