Follow
Hamid Asadi-Ghoozhdi
Title
Cited by
Cited by
Year
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
102020
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
82020
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
72022
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
52022
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
22020
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
The system can't perform the operation now. Try again later.
Articles 1–7