| Seismic response of steel braced frames with shape memory alloy braces B Asgarian, S Moradi Journal of Constructional Steel Research 67 (1), 65-74, 2011 | 155 | 2011 |
| Incremental dynamic analysis of steel frames equipped with NiTi shape memory alloy braces S Moradi, MS Alam, B Asgarian The Structural Design of Tall and Special Buildings 23 (18), 1406-1425, 2014 | 90 | 2014 |
| Feasibility study of utilizing superelastic shape memory alloy plates in steel beam–column connections for improved seismic performance S Moradi, MS Alam Journal of Intelligent Material Systems and Structures 26 (4), 463-475, 2015 | 83 | 2015 |
| Finite-element simulation of posttensioned steel connections with bolted angles under cyclic loading S Moradi, MS Alam ASCE Journal of Structural Engineering 142 (1), 04015075, 2016 | 66 | 2016 |
| Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment X Guan, H Burton, S Moradi Journal of Constructional Steel Research 150 (November 2018), 129-140, 2018 | 54 | 2018 |
| Lateral load–drift response and limit states of posttensioned steel beam-column connections: parametric study S Moradi, MS Alam ASCE Journal of Structural Engineering 143 (3), 04017044-:1-13, 2017 | 45 | 2017 |
| Feasibility of using reduced length superelastic shape memory alloy strands in post-tensioned steel beam–column connections MA Chowdhury, A Rahmzadeh, S Moradi, MS Alam Journal of Intelligent Material Systems and Structures 30 (2), 283-307, 2019 | 38 | 2019 |
| Response surface analysis and optimization of controlled rocking steel braced frames S Moradi, HV Burton Bulletin of Earthquake Engineering, 1–32, 2018 | 38 | 2018 |
| Cyclic response sensitivity of energy dissipating steel plate fuses ASM Shah, S Moradi Structures 23 (February), 799–811, 2020 | 29 | 2020 |
| Cyclic response sensitivity of post-tensioned steel connections using sequential fractional factorial design S Moradi, MS Alam, AS Milani Journal of Constructional Steel Research 112, 155-166, 2015 | 28 | 2015 |
| Multi-criteria optimization of lateral load-drift response of posttensioned steel beam-column connections S Moradi, MS Alam Engineering Structures 130 (2017), 180-197, 2017 | 27 | 2017 |
| Self-centering rocking dual-core braced frames with buckling-restrained fuses MJ E Majumerd, E M Dehcheshmeh, V Broujerdian, S Moradi Journal of Constructional Steel Research 194, 107322, 2022 | 23 | 2022 |
| Response modification factors for steel buckling restrained braced frames designed as per the 2010 National Building Code of Canada M Moni, S Moradi, MS Alam Canadian Journal of Civil Engineering 43 (8), 702-715, 2016 | 21 | 2016 |
| Parameterized fragility functions for controlled rocking steel braced frames S Moradi, HV Burton, I Kumar Engineering Structures 176, 254–264, 2018 | 20 | 2018 |
| Limit state behavior and response sensitivity analysis of endplate steel connections with shape memory alloy bolts M Mohammadi Nia, S Moradi Journal of Intelligent Material Systems and Structures 31 (18), 1-17, 2020 | 17 | 2020 |
| Predictive equations and continuum FE models for self-centering response of SMA-based steel beam-column connections with steel angles MMS Ghannad, MM Nia, S Moradi Journal of Building Engineering 43, 2021 | 16 | 2021 |
| Surrogate models for endplate beam-column connections with shape memory alloy bolts M Mohammadi Nia, S Moradi Journal of Constructional Steel Research 187, 2021 | 14 | 2021 |
| Multi-objective performance-based design optimization of a controlled rocking steel braced frame system HV Burton, JY Lee, S Moradi, S Dastmalchi Resilient Structures and Infrastructure, 243-268, 2019 | 12 | 2019 |
| Effects of design factors on the cyclic response of sloped RBS moment connections MM Nia, S Moradi Engineering Structures 207, 2020 | 11 | 2020 |
| Sensitivity analysis of self-centering column base connections with shape memory alloy bolts SM Goshtaei, S Moradi, KMA Hossain Structures 38, 1050–1065, 2022 | 10 | 2022 |
