| A Winkler-based model for inelastic response of soil–structure systems with embedded foundation considering kinematic and inertial interaction effects H Asadi-Ghoozhdi, R Attarnejad Structures 28, 589-603, 2020 | 10 | 2020 |
| Seismic assessment of irregular RC frames with tall ground story incorporating nonlinear soil–structure interaction H Asadi-Ghoozhdi, R Attarnejad, AR Masoodi, A Majlesi Structures 41, 159-172, 2022 | 8 | 2022 |
| The effect of nonlinear soil–structure interaction on the ductility and strength demands of vertically irregular structures H Asadi-Ghoozhdi, R Attarnejad International Journal of Civil Engineering 18 (11), 1209-1228, 2020 | 8 | 2020 |
| On the Seismic Evaluation of Steel Frames Laterally Braced with Perforated Steel Plate Shear Walls Considering Semi-Rigid Connections A Majlesi, H Asadi-Ghoozhdi, O Bamshad, R Attarnejad, AR Masoodi, ... Buildings 12 (9), 1427, 2022 | 6 | 2022 |
| Effect of damped outriggers arrangement on the seismic response of high-rise steel structures HA Ghoozhdi, M Mofid Scientia Iranica. Transaction A, Civil Engineering 27 (3), 1075-1090, 2020 | 2 | 2020 |
| Evaluation of ductility demand distribution in vertically irregular frames allowed to uplift H Asadi-Ghoozhdi, R Attarnejad 16th european conference on earthquake engineering (16ECEE), Thessaloniki …, 2018 | | 2018 |
| KINEMATIC SOIL-STRUCTURE INTERACTION EFFECTS ON INELASTIC SYSTEMS WITH EMBEDDED FOUNDATION H ASADI-GHOOZHDI, R ATTARNEJAD | | |
Reza attarnejadprofessor of structural analysis university of tehran在 ut.ac.ir 的电子邮件经过验证
