| Hysteretic models that incorporate strength and stiffness deterioration LF Ibarra, RA Medina, H Krawinkler Earthquake engineering & structural dynamics 34 (12), 1489-1511, 2005 | 2251 | 2005 |
| Global collapse of frame structures under seismic excitations LF Ibarra Stanford University, 2004 | 1272 | 2004 |
| Development of a testing protocol for woodframe structures H Krawinkler, F Parisi, L Ibarra, A Ayoub, R Medina CUREe, 2001 | 519 | 2001 |
| 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 | 171 | 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 | 148 | 2006 |
| Evaluation of P-delta effects in non-deteriorating MDOF structures from equivalent SDOF systems C Adam, LF Ibarra, H Krawinkler na, 2004 | 110 | 2004 |
| Variance of collapse capacity of SDOF systems under earthquake excitations L Ibarra, H Krawinkler Earthquake engineering & structural dynamics 40 (12), 1299-1314, 2011 | 104 | 2011 |
| Collapse assessment of deteriorating SDOF systems L Ibarra Proc. 12th European Conference on Earthquake Engineering, 2002, 2002 | 101 | 2002 |
| Seismic retrofit of a three-span RC bridge with buckling-restrained braces Y Wang, L Ibarra, C Pantelides Journal of Bridge Engineering 21 (11), 04016073, 2016 | 91 | 2016 |
| Residual drift mitigation for bridges retrofitted with buckling restrained braces or self centering energy dissipation devices A Upadhyay, CP Pantelides, L Ibarra Engineering Structures 199, 109663, 2019 | 84 | 2019 |
| 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 | 75 | 2009 |
| Global collapse of frame structures under seismic excitations. John A. Blume Earthquake Engineering Center LF Ibarra, H Krawinkler Stanford, CA, 2005 | 51 | 2005 |
| Global collapse of deteriorating MDOF systems LF Ibarra, H Krawinkler 13th World Conf. on Earthquake Engineering (WCEE), 2004 | 47 | 2004 |
| Collapse capacity of reinforced concrete skewed bridges retrofitted with buckling-restrained braces Y Wang, L Ibarra, C Pantelides Engineering Structures 184, 99-114, 2019 | 45 | 2019 |
| Development of a testing protocol for wood frame structures, CUREE Publication No H Krawinkler, F Parisi, L Ibarra, A Ayoub, R Medina W-02, California, 2000 | 44 | 2000 |
| Intensity measures that reduce collapse capacity dispersion of P-delta vulnerable simple systems S Tsantaki, C Adam, LF Ibarra Bulletin of Earthquake Engineering 15, 1085-1109, 2017 | 43 | 2017 |
| Optimal spectral acceleration-based intensity measure for seismic collapse assessment of P-delta vulnerable frame structures C Adam, D Kampenhuber, LF Ibarra, S Tsantaki Journal of Earthquake Engineering 21 (7), 1189-1195, 2017 | 40 | 2017 |
| Optimal intensity measure based on spectral acceleration for P-delta vulnerable deteriorating frame structures in the collapse limit state C Adam, D Kampenhuber, LF Ibarra Bulletin of Earthquake Engineering 15, 4349-4373, 2017 | 34 | 2017 |
| Experimental seismic performance of a base-isolated building with displacement limiters H Du, Y Wang, M Han, LF Ibarra Engineering Structures 244, 112811, 2021 | 26 | 2021 |
| Effect of incidence angle on the seismic performance of skewed bridges retrofitted with buckling-restrained braces Y Wang, L Ibarra, C Pantelides Engineering Structures 211, 110411, 2020 | 26 | 2020 |
