| Evaluation of strength reduction factors for earthquake-resistant design E Miranda, VV Bertero Earthquake spectra 10 (2), 357-379, 1994 | 1143 | 1994 |
| Earthquake engineering: from engineering seismology to performance-based engineering Y Bozorgnia, VV Bertero, H Krawinkler, E Miranda CRC press, 2004 | 745 | 2004 |
| Response assessment of nonstructural building elements S Taghavi, E Miranda Pacific Earthquake Engineering Research Center, University of California at …, 2003 | 631* | 2003 |
| Improvement of nonlinear static seismic analysis procedures C Craig, R Hamburger, W Holmes, E Miranda, J Moehle, J Stewart Federal Emergency Management Agency, 2005 | 516* | 2005 |
| Probabilistic earthquake loss estimation and loss disaggregation in buildings H Aslani, E Miranda John A. Blume Earthquake Engineering Center, Stanford University, Stanford …, 2005 | 471 | 2005 |
| Approximate seismic lateral deformation demands in multistory buildings E Miranda Journal of Structural Engineering 125 (4), 417-425, 1999 | 446 | 1999 |
| Site-dependent strength-reduction factors E Miranda Journal of structural engineering 119 (12), 3503-3519, 1993 | 443 | 1993 |
| Evaluation of approximate methods to estimate maximum inelastic displacement demands E Miranda, J Ruiz‐García Earthquake engineering & structural dynamics 31 (3), 539-560, 2002 | 439 | 2002 |
| Approximate floor acceleration demands in multistory buildings. I: Formulation E Miranda, S Taghavi Journal of structural engineering 131 (2), 203-211, 2005 | 423 | 2005 |
| Inelastic displacement ratios for structures on firm sites E Miranda Journal of structural engineering 126 (10), 1150-1159, 2000 | 414 | 2000 |
| Significance of residual drifts in building earthquake loss estimation CM Ramirez, E Miranda Earthquake Engineering & Structural Dynamics 41 (11), 1477-1493, 2012 | 408 | 2012 |
| Inelastic displacement ratios for evaluation of existing structures J Ruiz‐García, E Miranda Earthquake Engineering & Structural Dynamics 32 (8), 1237-1258, 2003 | 392 | 2003 |
| Performance of nonstructural components during the 27 February 2010 Chile earthquake E Miranda, G Mosqueda, R Retamales, G Pekcan Earthquake spectra 28 (1_suppl1), 453-471, 2012 | 384 | 2012 |
| Average spectral acceleration as an intensity measure for collapse risk assessment L Eads, E Miranda, DG Lignos Earthquake Engineering & Structural Dynamics 44 (12), 2057-2073, 2015 | 382 | 2015 |
| 9.1 A Perspective of Performance-Based Earthquake Engineering H Krawinkler, E Miranda Earthquake engineering: From engineering seismology to performance-based …, 2004 | 382 | 2004 |
| An efficient method for estimating the collapse risk of structures in seismic regions L Eads, E Miranda, H Krawinkler, DG Lignos Earthquake Engineering & Structural Dynamics 42 (1), 25-41, 2013 | 368 | 2013 |
| Evaluation of site-dependent inelastic seismic design spectra E Miranda Journal of Structural Engineering 119 (5), 1319-1338, 1993 | 312 | 1993 |
| Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering CM Ramirez, E Miranda John A.Blume Earthquake Engineering Center, Stanford University, 2009 | 270 | 2009 |
| Estimation of inelastic deformation demands of SDOF systems E Miranda Journal of Structural Engineering 127 (9), 1005-1012, 2001 | 265 | 2001 |
| Approximate lateral drift demands in multistory buildings with nonuniform stiffness E Miranda, CJ Reyes Journal of Structural Engineering 128 (7), 840-849, 2002 | 259 | 2002 |
Jorge Ruiz-GarciaUniversidad Michoacana de San Nicolás de HidalgoVerified email at alumni.stanford.edu
