| A consecutive modal pushover procedure for estimating the seismic demands of tall buildings M Poursha, F Khoshnoudian, AS Moghadam Engineering structures 31 (2), 591-599, 2009 | 211 | 2009 |
| A consecutive modal pushover procedure for nonlinear static analysis of one-way unsymmetric-plan tall building structures M Poursha, F Khoshnoudian, AS Moghadam Engineering Structures 33 (9), 2417-2434, 2011 | 83 | 2011 |
| The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of … M Poursha, F Khoshnoudian, AS Moghadam Soil Dynamics and Earthquake Engineering 63, 162-173, 2014 | 75 | 2014 |
| A non-adaptive displacement-based pushover procedure for the nonlinear static analysis of tall building frames MA Amini, M Poursha Engineering Structures 126, 586-597, 2016 | 50 | 2016 |
| A single-run multi-mode pushover analysis to account for the effect of higher modes in estimating the seismic demands of tall buildings M Poursha, MA Amini Bulletin of Earthquake Engineering 13, 2347-2365, 2015 | 42 | 2015 |
| Responses of three dimensional buildings under bi-directional and unidirectional seismic excitations F Khoshnoudian, M Poursha Proceedings of the 13th world conference on earthquake engineering, 1-6, 2004 | 36 | 2004 |
| Adaptive force-based multimode pushover analysis for seismic evaluation of midrise buildings MA Amini, M Poursha Journal of Structural Engineering 144 (8), 04018093, 2018 | 32 | 2018 |
| The modified and extended upper-bound (UB) pushover method for the multi-mode pushover analysis of unsymmetric-plan tall buildings M Poursha, ET Samarin Soil Dynamics and Earthquake Engineering 71, 114-127, 2015 | 27 | 2015 |
| Applicability of the N2, extended N2 and modal pushover analysis methods for the seismic evaluation of base-isolated building frames with lead rubber bearings (LRBs) HN Faal, M Poursha Soil Dynamics and Earthquake Engineering 98, 84-100, 2017 | 25 | 2017 |
| Seismic evaluation of vertically irregular building frames with stiffness, strength, combined-stiffness-and-strength and mass irregularities ME Nezhad, M Poursha Earthquakes Struct 9 (2), 353-373, 2015 | 25 | 2015 |
| Assessment of modal pushover analysis and conventional nonlinear static procedure with load distributions of federal emergency management agency for high‐rise buildings M Poursha, F Khoshnoudian, AS Moghadam The Structural Design of Tall and Special Buildings 19 (3), 291-308, 2010 | 25 | 2010 |
| Seismic evaluation of geometrically irregular steel moment resisting frames with setbacks considering their dynamic characteristics Z Bohlouli, M Poursha Bulletin of Earthquake Engineering 14, 2757-2777, 2016 | 21 | 2016 |
| Seismic performance evaluation of code-compliant rc moment-resisting frame buildings subjected to near-fault pulse-like and non-pulse-like ground motions A Daei, M Poursha, M Zarrin Journal of Earthquake Engineering 26 (10), 5058-5085, 2022 | 19 | 2022 |
| On the accuracy of enhanced pushover procedures for seismic performance evaluation of code-conforming RC moment-resisting frame buildings subjected to pulse-like and non-pulse … A Daei, M Poursha Structures 32, 929-945, 2021 | 17 | 2021 |
| Assessment of conventional nonlinear static procedures with FEMA load distributions and modal pushover analysis for high-rise buildings SHAM POUR, F Khoshnoudian, MAAR SARVGHAD International Journal of Civil Engineering 6 (2), 142-157, 2008 | 16 | 2008 |
| A multi-mode N2 (MN2) pushover procedure for ductility level seismic performance evaluation of jacket type offshore platforms M Zarrin, ARM Gharabaghi, M Poursha Ocean Engineering 220, 108440, 2021 | 15 | 2021 |
| A breakthrough in estimating the seismic demands of tall buildings M Poursha, F Khoshnoudian, AS Moghadam Proceedings of the 14th World Conference on Earthquake Engineering, 2008 | 14 | 2008 |
| An updated consecutive modal pushover (UCMP) procedure for estimating the ductility level earthquake design demands of jacket offshore platforms M Zarrin, M Poursha, ARM Gharabaghi Soil Dynamics and Earthquake Engineering 145, 106680, 2021 | 11 | 2021 |
| Behavior factor and displacement amplification factor for the seismic design of single-layer barrel vaults R Khalili, M Poursha, K Abedi Journal of Constructional Steel Research 169, 105987, 2020 | 10 | 2020 |
| An investigation of seismic parameters of low yield strength steel plate shear walls N Soltani, K Abedi, M Poursha, H Golabi Earthquakes and Structures 12 (6), 713-723, 2017 | 9 | 2017 |
