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Farzin Zareian

Observed names: F Zareian, F. Zareian, F. Zareian And Y. Bozorgnia, Farzin Zareian Phd, Zareian, F, Zareian, Farzin
Observed institutions: California Institute of Technology, University of California, Irvine, Kyoto University, University of California System, Degenkolb (United States), Disaster Prevention Research Institute, Kyoto University, McGill University, University of Naples Federico II, Stanford University
ORCID: 0000-0002-9587-0409
Observed ORCID: 0000-0002-9587-0409
OpenAlex ID: A5089341443
A practical method for proper modeling of structural damping in inelastic plane structural systems
2009 · Farzin Zareian, Ricardo A. Medina · Computers & Structures · 334
Assessment of probability of collapse and design for collapse safety
2007 · Farzin Zareian, Helmut Krawinkler · Earthquake Engineering & Structural Dynamics · 249
Seismic behavior of reinforced concrete bridges with skew-angled seat-type abutments
2012 · Peyman Kaviani, Farzin Zareian, et al. · Engineering Structures · 147
Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions
2009 · Farzin Zareian, Helmut Krawinkler, et al. · The Structural Design of Tall and Special Buildings · 135
Analyzing the Sufficiency of Alternative Scalar and Vector Intensity Measures of Ground Shaking Based on Information Theory
2011 · F. Jalayer, J. L. Beck, et al. · Journal of Engineering Mechanics · 128
Decision support for conceptual performance-based design
2005 · Helmut Krawinkler, Farzin Zareian, et al. · Earthquake Engineering & Structural Dynamics · 118
A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systems
2011 · Behrouz Shafei, Farzin Zareian, et al. · Engineering Structures · 102
Rotational Stiffness of Exposed Column Base Connections: Experiments and Analytical Models
2011 · A. M. Kanvinde, D. A. Grilli, et al. · Journal of Structural Engineering · 95
Effect of Column‐Base Flexibility on the Seismic Response and Safety of Steel Moment‐Resisting Frames
2013 · Farzin Zareian, Amit Kanvinde · Earthquake Spectra · 73
Evaluation of Seismic Collapse Performance of Steel Special Moment Resisting Frames Using FEMA P695 (ATC-63) Methodology
2010 · F. Zareian, D. G. Lignos, et al. · ASCE Structures Congress · 72
Hysteretic Model for Exposed Column–Base Connections
2016 · Pablo Torres Rodas, Farzin Zareian, et al. · Journal of Structural Engineering · 65
Validation of ground‐motion simulations for historical events using MDoF systems
2013 · Carmine Galasso, Peng Zhong, et al. · Earthquake Engineering & Structural Dynamics · 59
Reconnaissance of the Chilean Wine Industry Affected by the 2010 Chile Offshore Maule Earthquake
2012 · Farzin Zareian, Carlos Sampere, et al. · Earthquake Spectra · 48
Validation of Ground-Motion Simulations for Historical Events Using SDoF Systems
2012 · C. Galasso, F. Zareian, et al. · Bulletin of the Seismological Society of America · 47
Performance assessment of tall concrete core‐wall building designed using two alternative approaches
2012 · T. Y. Yang, J. P. Moehle, et al. · Earthquake Engineering & Structural Dynamics · 46
Generalized ground motion prediction model using hybrid recurrent neural network
2020 · Jawad Fayaz, Yijun Xiang, et al. · Earthquake Engineering & Structural Dynamics · 44
Rotational Stiffness of Deeply Embedded Column–Base Connections
2017 · Pablo Torres Rodas, Farzin Zareian, et al. · Journal of Structural Engineering · 43
Surrogate SDOF models for probabilistic performance assessment of multistory buildings: Methodology and application for steel special moment frames
2020 · Shaghayegh Vaseghiamiri, Mojtaba Mahsuli, et al. · Engineering Structures · 38
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Effect of Base-Connection Strength and Ductility on the Seismic Performance of Steel Moment-Resisting Frames
2020 · Tomasz Falborski, Pablo Torres-Rodas, et al. · Journal of Structural Engineering · 38
Sensitivity of the response of Box-Girder Seat-type bridges to the duration of ground motions arising from crustal and subduction earthquakes
2020 · Jawad Fayaz, Miguel Medalla, et al. · Engineering Structures · 35
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Variability in the predicted seismic performance of a typical seat-type California bridge due to epistemic uncertainties in its abutment backfill and shear-key models
2017 · Roshanak Omrani, Bahareh Mobasher, et al. · Engineering Structures · 34
Seismic response of a 40‐storey buckling‐restrained braced frame designed for the Los Angeles region
2010 · Pierson Jones, Farzin Zareian · The Structural Design of Tall and Special Buildings · 32
Prediction of collapse—how realistic and practical is it, and what can we learn from it?
2007 · Helmut Krawinkler, Farzin Zareian · The Structural Design of Tall and Special Buildings · 30
Validation of Simulated Earthquake Ground Motions Based on Evolution of Intensity and Frequency Content
2015 · Sanaz Rezaeian, Peng Zhong, et al. · Bulletin of the Seismological Society of America · 29
Cyclic behavior and design methodology of exposed base plates with extended anchor bolts
2022 · Pablo Torres-Rodas, Miguel Medalla, et al. · Engineering Structures · 28
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Works count: 110
Citation count: 2,660
H-index: 27
I10-index: 51
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