| Implementation of shape memory alloy dampers for passive control of structures subjected to seismic excitations SA Motahari, M Ghassemieh, SA Abolmaali Journal of Constructional Steel Research 63 (12), 1570-1579, 2007 | 118 | 2007 |
| Nonlinear simulation of reinforced concrete beams retrofitted by near-surface mounted iron-based shape memory alloys S Abouali, M Shahverdi, M Ghassemieh, M Motavalli Engineering Structures 187, 133-148, 2019 | 97 | 2019 |
| Multilinear one-dimensional shape memory material model for use in structural engineering applications SA Motahari, M Ghassemieh Engineering Structures 29 (6), 904-913, 2007 | 96 | 2007 |
| Behavior and design of large-capacity moment end plates AR Kukreti, M Ghassemieh, TM Murray Journal of structural engineering 116 (3), 809-828, 1990 | 66 | 1990 |
| WUF-W connection performance to box column subjected to uniaxial and biaxial loading ZS Nia, M Ghassemieh, A Mazroi Journal of Constructional Steel Research 88, 90-108, 2013 | 64 | 2013 |
| Seismic performance of ductile welded connections using T-stiffener MS Ghobadi, M Ghassemieh, A Mazroi, A Abolmaali Journal of Constructional Steel Research 65 (4), 766-775, 2009 | 64 | 2009 |
| Energy dissipation characteristics of semi-rigid connections A Abolmaali, A Kukreti, A Motahari, M Ghassemieh Journal of Constructional Steel Research 65 (5), 1187-1197, 2009 | 62 | 2009 |
| Cyclic response characteristics of retrofitted moment resisting connections MS Ghobadi, A Mazroi, M Ghassemieh Journal of Constructional Steel Research 65 (3), 586-598, 2009 | 56 | 2009 |
| A new dual bracing system for improving the seismic behavior of steel structures A Kari, M Ghassemieh, SA Abolmaali Smart Materials and Structures 20 (12), 125020, 2011 | 52 | 2011 |
| Shape memory alloy-based moment connections with superior self-centering properties MA Farmani, M Ghassemieh Smart Materials and Structures 25 (7), 075028, 2016 | 50 | 2016 |
| Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins MA Farmani, M Ghassemieh Journal of Constructional Steel Research 135, 30-48, 2017 | 46 | 2017 |
| Seismic control of concrete shear wall using shape memory alloys M Ghassemieh, M Mostafazadeh, MS Sadeh Journal of Intelligent Material Systems and Structures 23 (5), 535-543, 2012 | 46 | 2012 |
| Cyclic performance of flange-plate connection to box column with finger shaped plate ZS Nia, A Mazroi, M Ghassemieh Journal of Constructional Steel Research 101, 207-223, 2014 | 45 | 2014 |
| Finite element modeling of large capacity stiffened steel tee-hanger connections AR Kukreti, TM Murray, M Ghassemieh Computers & structures 32 (2), 409-422, 1989 | 44 | 1989 |
| A weighted residual parabolic acceleration time integration method for problems in structural dynamics SH Razavi, A Abolmaali, M Ghassemieh computational methods in applied mathematics 7 (3), 227-238, 2007 | 43 | 2007 |
| RC Structures strengthened by an iron-based shape memory alloy embedded in a shotcrete layer—Nonlinear finite element modeling N Dolatabadi, M Shahverdi, M Ghassemieh, M Motavalli Materials 13 (23), 5504, 2020 | 38 | 2020 |
| Seismic evaluation of reduced beam section frames considering connection flexibility M Ghassemieh, J Kiani The Structural Design of Tall and Special Buildings 22 (16), 1248-1269, 2013 | 36 | 2013 |
| A superelastic protective technique for mitigating the effects of vertical and horizontal seismic excitations on highway bridges H Aryan, M Ghassemieh Journal of Intelligent Material Systems and Structures 28 (12), 1533-1552, 2017 | 33 | 2017 |
| Effectiveness of the shape memory alloy reinforcement in concrete coupled shear walls M Ghassemieh, M Rezapour, V Sadeghi Journal of Intelligent Material Systems and Structures 28 (5), 640-652, 2017 | 33 | 2017 |
| Inelastic finite element analysis of stiffened end-plate moment connections M Ghassemieh | 31 | 1983 |
ali mazroiIslamic Azad University, Central Tehran Branch, Department of Technical and engineeringE-mail megerősítve itt: iauctb.ac.ir