Farzin Zareian
Farzin Zareian
Associate Professor of Civil Engineering, University of California at Irvine
Geverifieerd e-mailadres voor uci.edu
Geciteerd door
Geciteerd door
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
Assessment of probability of collapse and design for collapse safety
F Zareian, H Krawinkler
Earthquake Engineering & Structural Dynamics 36 (13), 1901-1914, 2007
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, 1-288, 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
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
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
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
Prediction of collapse of structures under earthquake excitations
H Krawinkler, F Zareian, DG Lignos, LF Ibarra
Proceedings of the 2nd International Conf. on Computational Methods in …, 2009
Study rayleigh damping in structures; uncertainties and treatments
A Alipour, F Zareian
the 14th world conference on earthquake engineering, 12-17, 2008
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
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
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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