| Evaluation of approximate methods to estimate maximum inelastic displacement demands E Miranda, J Ruiz‐García Earthquake engineering & structural dynamics 31 (3), 539-560, 2002 | 442 | 2002 |
| Inelastic displacement ratios for evaluation of existing structures J Ruiz‐García, E Miranda Earthquake Engineering & Structural Dynamics 32 (8), 1237-1258, 2003 | 392 | 2003 |
| Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences J Ruiz-García, JC Negrete-Manriquez Engineering structures 33 (2), 621-634, 2011 | 317 | 2011 |
| Residual displacement ratios for assessment of existing structures J Ruiz‐García, E Miranda Earthquake engineering & structural dynamics 35 (3), 315-336, 2006 | 259 | 2006 |
| Mainshock-aftershock ground motion features and their influence in building's seismic response J Ruiz-García Journal of Earthquake Engineering 16 (5), 719-737, 2012 | 210 | 2012 |
| Evaluation of residual drift demands in regular multi‐storey frames for performance‐based seismic assessment J Ruiz‐García, E Miranda Earthquake engineering & structural dynamics 35 (13), 1609-1629, 2006 | 161 | 2006 |
| Perfomance-based assessment of existing structures accounting for residual displacements J Ruiz-Garcia Stanford university, 2005 | 157 | 2005 |
| Inelastic displacement ratios for evaluation of structures built on soft soil sites J Ruiz‐García, E Miranda Earthquake engineering & structural dynamics 35 (6), 679-694, 2006 | 155 | 2006 |
| Aftershock seismic assessment taking into account postmainshock residual drifts J Ruiz‐García, JD Aguilar Earthquake Engineering & Structural Dynamics 44 (9), 1391-1407, 2015 | 125 | 2015 |
| Influence of stiffness degradation on strength demands of structures built on soft soil sites E Miranda, J Ruiz-Garcia Engineering Structures 24 (10), 1271-1281, 2002 | 124 | 2002 |
| Probabilistic estimation of residual drift demands for seismic assessment of multi-story framed buildings J Ruiz-Garcia, E Miranda Engineering Structures 32 (1), 11-20, 2010 | 122 | 2010 |
| Inelastic displacement ratios for seismic assessment of structures subjected to forward-directivity near-fault ground motions J Ruiz-García Journal of Earthquake Engineering 15 (3), 449-468, 2011 | 118 | 2011 |
| Inelastic displacement ratios for design of structures on soft soils sites J Ruiz-García, E Miranda Journal of Structural Engineering 130 (12), 2051-2061, 2004 | 118 | 2004 |
| Probabilistic estimation of maximum inelastic displacement demands for performance‐based design J Ruiz‐García, E Miranda Earthquake engineering & structural dynamics 36 (9), 1235-1254, 2007 | 109 | 2007 |
| Residual drift demands in moment‐resisting steel frames subjected to narrow‐band earthquake ground motions E Bojórquez, J Ruiz‐García Earthquake engineering & structural dynamics 42 (11), 1583-1598, 2013 | 84 | 2013 |
| Drift-based fragility assessment of confined masonry walls in seismic zones J Ruiz-García, M Negrete Engineering Structures 31 (1), 170-181, 2009 | 80 | 2009 |
| Effect of seismic sequences in reinforced concrete frame buildings located in soft-soil sites J Ruiz-García, MV Marín, A Terán-Gilmore Soil Dynamics and Earthquake Engineering 63, 56-68, 2014 | 74 | 2014 |
| Nonlinear response analysis of SDOF systems subjected to doublet earthquake ground motions: A case study on 2012 Varzaghan–Ahar events S Yaghmaei-Sabegh, J Ruiz-García Engineering Structures 110, 281-292, 2016 | 59 | 2016 |
| On the influence of strong-ground motion duration on residual displacement demands J Ruiz-Garcia Earthquake and Structures 1 (4), 327-344, 2010 | 57 | 2010 |
| Overview of collapsed buildings in Mexico City after the 19 September 2017 (Mw7.1) earthquake FA Galvis, E Miranda, P Heresi, H Dávalos, J Ruiz-García Earthquake Spectra 36 (2_suppl), 83-109, 2020 | 50 | 2020 |
Eduardo MirandaProfessor, Dept. of Civil and Environmental Engineering, Stanford UniversityDirección de correo verificada de stanford.edu
