Farzin Zareian
Farzin Zareian
Associate Professor of Civil Engineering, University of California at Irvine
Verified email at uci.edu
Cited by
Cited by
Assessment of probability of collapse and design for collapse safety
F Zareian, H Krawinkler
Earthquake Engineering & Structural Dynamics 36 (13), 1901-1914, 2007
A practical method for proper modeling of structural damping in inelastic plane structural systems
F Zareian, RA Medina
Computers & structures 88 (1-2), 45-53, 2010
Simplified performance-based earthquake engineering
F Zareian
Stanford University, 2006
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
Seismic behavior of reinforced concrete bridges with skew-angled seat-type abutments
P Kaviani, F Zareian, E Taciroglu
Engineering Structures 45, 137-150, 2012
Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions
F Zareian, H Krawinkler, L Ibarra, D Lignos
The Structural Design of Tall and Special Buildings 19 (1‐2), 167-181, 2010
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
Decision support for conceptual performance‐based design
H Krawinkler, F Zareian, RA Medina, LF Ibarra
Earthquake engineering & structural dynamics 35 (1), 115-133, 2006
A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systems
B Shafei, F Zareian, DG Lignos
Engineering Structures 33 (4), 1107-1116, 2011
Rotational stiffness of exposed column base connections: Experiments and analytical models
AM Kanvinde, DA Grilli, F Zareian
Journal of structural engineering 138 (5), 549-560, 2012
Evaluation of seismic collapse performance of steel special moment resisting frames using FEMA P695 (ATC-63) methodology
F Zareian, DG Lignos, H Krawinkler
Structures Congress 2010, 1275-1286, 2010
Analyzing the sufficiency of alternative scalar and vector intensity measures of ground shaking based on information theory
F Jalayer, JL Beck, F Zareian
Journal of Engineering Mechanics 138 (3), 307-316, 2012
Study rayleigh damping in structures; uncertainties and treatments
A Alipour, F Zareian
the 14th world conference on earthquake engineering, 12-17, 2008
Validation of ground‐motion simulations for historical events using MDoF systems
C Galasso, P Zhong, F Zareian, I Iervolino, RW Graves
Earthquake engineering & structural dynamics 42 (9), 1395-1412, 2013
Prediction of collapse of structures under earthquake excitations
H Krawinkler, F Zareian, DG Lignos, LF Ibarra
Proceedings of the 2nd international conference on computational methods in …, 2009
Effect of column-base flexibility on the seismic response and safety of steel moment-resisting frames
F Zareian, A Kanvinde
Earthquake Spectra 29 (4), 1537-1559, 2013
Performance-based seismic assessment of skewed bridges
P Kaviani, F Zareian, E Taciroglu
Pacific Earthquake Engineering Research Center, 2014
Validation of ground‐motion simulations for historical events using SDoF systems
C Galasso, F Zareian, I Iervolino, RW Graves
Bulletin of the Seismological Society of America 102 (6), 2727-2740, 2012
Prediction of collapse—How realistic and practical is it, and what can we learn from it?
H Krawinkler, F Zareian
The Structural Design of Tall and Special Buildings 16 (5), 633-653, 2007
Seismic response of a 40‐storey buckling‐restrained braced frame designed for the Los Angeles region
P Jones, F Zareian
The Structural Design of Tall and Special Buildings 22 (3), 291-299, 2013
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