Yousef Bozorgnia
Yousef Bozorgnia
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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
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
Earthquake engineering: from engineering seismology to performance-based engineering
Y Bozorgnia, VV Bertero
CRC press, 2004
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
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
NGA-West2 research project
Y Bozorgnia, NA Abrahamson, LA Atik, TD Ancheta, GM Atkinson, ...
Earthquake Spectra 30 (3), 973-987, 2014
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
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
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
Characteristics of free-field vertical ground motion during the Northridge earthquake
Y Bozorgnia, M Niazi, KW Campbell
Earthquake spectra 11 (4), 515-525, 1995
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, 2009
Comparison of NGA-West2 GMPEs
N Gregor, NA Abrahamson, GM Atkinson, DM Boore, Y Bozorgnia, ...
Earthquake Spectra 30 (3), 1179-1197, 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
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
Damage spectra: characteristics and applications to seismic risk reduction
Y Bozorgnia, VV Bertero
Journal of Structural Engineering 129 (10), 1330-1340, 2003
Case studies of the seismic performance of tall buildings designed by alternative means
J Moehle, Y Bozorgnia, N Jayaram, P Jones, M Rahnama, N Shome, ...
Pacific Earthquake Engineering Research Center College of Engineering …, 2011
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
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
Next generation attenuation (NGA) empirical ground motion models: can they be used in Europe
KW Campbell, Y Bozorgnia
Proceedings, First European Conference on Earthquake Engineering and Seismology, 2006
Inelastic earthquake response of asymmetric structures
Y Bozorgnia, WK Tso
Journal of Structural Engineering 112 (2), 383-400, 1986
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Artiklar 1–20