| Incremental dynamic analysis D Vamvatsikos, CA Cornell Earthquake engineering & structural dynamics 31 (3), 491-514, 2002 | 6332 | 2002 |
| Engineering seismic risk analysis CA Cornell Bulletin of the seismological society of America 58 (5), 1583-1606, 1968 | 6077 | 1968 |
| Probability, statistics, and decision for civil engineers JR Benjamin, CA Cornell Courier Corporation, 2014 | 4583 | 2014 |
| Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines CA Cornell, F Jalayer, RO Hamburger, DA Foutch Journal of structural engineering 128 (4), 526-533, 2002 | 2934 | 2002 |
| A probability-based structural code CA Cornell Journal Proceedings 66 (12), 974-985, 1969 | 1407 | 1969 |
| Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions N Luco, CA Cornell Earthquake Spectra 23 (2), 357-392, 2007 | 1365 | 2007 |
| Earthquakes, records, and nonlinear responses N Shome, CA Cornell, P Bazzurro, JE Carballo Earthquake spectra 14 (3), 469-500, 1998 | 1189 | 1998 |
| Spectral shape, epsilon and record selection JW Baker, C Allin Cornell Earthquake Engineering & Structural Dynamics 35 (9), 1077-1095, 2006 | 1172 | 2006 |
| A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon JW Baker, C Allin Cornell Earthquake Engineering & Structural Dynamics 34 (10), 1193-1217, 2005 | 996 | 2005 |
| Applied incremental dynamic analysis D Vamvatsikos, CA Cornell Earthquake spectra 20 (2), 523-553, 2004 | 986 | 2004 |
| Disaggregation of seismic hazard P Bazzurro, C Allin Cornell Bulletin of the Seismological Society of America 89 (2), 501-520, 1999 | 843 | 1999 |
| Bounds on the reliability of structural systems CA Cornell Journal of the Structural Division 93 (1), 171-200, 1967 | 687 | 1967 |
| Alternative non‐linear demand estimation methods for probability‐based seismic assessments F Jalayer, CA Cornell Earthquake Engineering & Structural Dynamics 38 (8), 951-972, 2009 | 652 | 2009 |
| Environmental parameters for extreme response: Inverse FORM with omission factors SR Winterstein, TC Ude, CA Cornell, P Bjerager, S Haver Proceedings of the ICOSSAR-93, Innsbruck, Austria, 551-557, 1993 | 582 | 1993 |
| Probabilistic seismic safety study of an existing nuclear power plant RP Kennedy, CA Cornell, RD Campbell, S Kaplan, HF Perla Nuclear engineering and design 59 (2), 315-338, 1980 | 530 | 1980 |
| Probability based load criteria: Load factors and load combinations B Ellingwood, JG MacGregor, TV Galambos, CA Cornell Journal of the Structural Division 108 (5), 978-997, 1982 | 523 | 1982 |
| OpenSHA: A developing community-modeling environment for seismic hazard analysis EH Field, TH Jordan, CA Cornell Seismological Research Letters 74 (4), 406-419, 2003 | 507 | 2003 |
| Development of a two-parameter seismic intensity measure and probabilistic assessment procedure PP Cordova, GG Deierlein, SSF Mehanny, CA Cornell The second US-Japan workshop on performance-based earthquake engineering …, 2000 | 457 | 2000 |
| Probability based load criteria: Assessment of current design practice TV Galambos, B Ellingwood, JG MacGregor, CA Cornell Journal of the Structural Division 108 (5), 959-977, 1982 | 457 | 1982 |
| Record selection for nonlinear seismic analysis of structures I Iervolino, CA Cornell Earthquake Spectra 21 (3), 685-713, 2005 | 427 | 2005 |
