| Design of Seismic Isolated Structures F Naeim, JM Kelly, F NAEIM, JM KELLY | 3119* | 1999 |
| The seismic design handbook F Naeim Springer Science & Business Media, 1989 | 861 | 1989 |
| Selection and scaling of ground motion time histories for structural design using genetic algorithms F Naeim, A Alimoradi, S Pezeshk Earthquake spectra 20 (2), 413-426, 2004 | 338 | 2004 |
| On the use of design spectrum compatible time histories F Naeim, M Lew Earthquake spectra 11 (1), 111-127, 1995 | 260 | 1995 |
| Soil-structure interaction for building structures N Gcr National Institute of Standards and Technology (NEHRP), 2012 | 162 | 2012 |
| Representation of bidirectional ground motions for design spectra in building codes JP Stewart, NA Abrahamson, GM Atkinson, JW Baker, DM Boore, ... Earthquake Spectra 27 (3), 927-937, 2011 | 130 | 2011 |
| Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake F Naeim, M Lew, LD Carpenter, NF Youssef, F Rojas, GR Saragoni, ... The Structural Design of Tall and Special Buildings 20 (1), 1-16, 2011 | 97 | 2011 |
| Dynamics of structures, theory and applications in earthquake engineering F Naeim Earthquake Spectra 17 (3), 549-550, 2001 | 90* | 2001 |
| Design of structures with seismic isolation RL Mayes, F Naeim The seismic design handbook, 723-755, 2001 | 88 | 2001 |
| Performance of tall buildings in Concepción during the 27 February 2010 moment magnitude 8.8 offshore Maule, Chile earthquake F Rojas, F Naeim, M Lew, LD Carpenter, NF Youssef, GR Saragoni, ... The Structural Design of Tall and Special Buildings 20 (1), 37-64, 2011 | 81 | 2011 |
| Performance of adobe residential buildings in the 2003 Bam, Iran, earthquake MR Maheri, F Naeim, M Mehrain Earthquake Spectra 21 (1_suppl), 337-344, 2005 | 76 | 2005 |
| Performance of tall buildings in Viña del Mar in the 27 February 2010 offshore Maule, Chile earthquake LD Carpenter, F Naeim, M Lew, NF Youssef, F Rojas, GR Saragoni, ... The Structural Design of Tall and Special Buildings 20 (1), 17-36, 2011 | 74 | 2011 |
| Classification and evaluation of earthquake records for design F Naeim, JC Anderson University of Southern California, Department of Civil Engineering, 1993 | 74 | 1993 |
| On seismic design implications of the 1994 Northridge earthquake records F Naeim Earthquake Spectra 11 (1), 91-109, 1995 | 71 | 1995 |
| On the damping adjustment factors for earthquake response spectra F Naeim, CA Kircher The Structural Design of Tall Buildings 10 (5), 361-369, 2001 | 66 | 2001 |
| Automated post-earthquake damage assessment and safety evaluation of instrumented buildings F Naeim, S Hagie, A Alimoradi, E Miranda JAMA Report 10639, 2005 | 65 | 2005 |
| Performance of extensively instrumented buildings during the January 17, 1994 Northridge earthquake F Naeim An Interactive Information System, Report No. 97 7530, 1997 | 65 | 1997 |
| Design practice to prevent floor vibrations F Naeim Steel Committee of California, 1991 | 65 | 1991 |
| Performance of 20 extensively‐instrumented buildings during the 1994 Northridge earthquake F Naeim The Structural Design of Tall Buildings 7 (3), 179-194, 1998 | 60 | 1998 |
| The performance of Tall buildings during the 21 September 1999 Chi‐Chi earthquake, Taiwan F Naeim, M Lew, SC Huang, HK Lam, LD Carpenter The Structural Design of Tall Buildings 9 (2), 137-160, 2000 | 58 | 2000 |
Shahram PezeshkThe University of MemphisGeverifieerd e-mailadres voor memphis.edu