| Assessment of probability of collapse and design for collapse safety F Zareian, H Krawinkler Earthquake Engineering & Structural Dynamics 36 (13), 1901-1914, 2007 | 284 | 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 | 263 | 2010 |
| Simplified performance-based earthquake engineering F Zareian, H Krawinkler Stanford University, 2006 | 204 | 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 | 186 | 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 | 128 | 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 | 113 | 2010 |
| Decision support for conceptual performance‐based design H Krawinkler, F Zareian, RA Medina, LF Ibarra Earthquake engineering & structural dynamics 35 (1), 115-133, 2006 | 96 | 2006 |
| 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 | 95 | 2012 |
| 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 | 94 | 2011 |
| 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 | 92 | 2011 |
| 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 | 69 | 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 | 66 | 2010 |
| Study rayleigh damping in structures; uncertainties and treatments A Alipour, F Zareian the 14th world conference on earthquake engineering, 12-17, 2008 | 65 | 2008 |
| 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 | 56 | 2009 |
| 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 | 52 | 2013 |
| 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 | 51 | 2013 |
| Performance-based seismic assessment of skewed bridges P Kaviani, F Zareian, E Taciroglu Pacific Earthquake Engineering Research Center, 2014 | 47 | 2014 |
| 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 | 46 | 2007 |
| 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 | 43 | 2012 |
| 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 | 39 | 2013 |
