Estimation of base shear & fundamental period in low-rise reinforced concrete coupled shear wall Structures R Aghayari, M Ashrafy, T M. ASIAN JOURNAL OF CIVIL ENGINEERING (BHRC) 18 (4), 547-566, 2017 | 7 | 2017 |
New method to evaluate the buried pipeline–sandy soil interaction subjected to strike slip faulting M Tahamouli Roudsari, M Hosseini, M Ashrafy, M Azin, M Nasimi, ... Journal of Earthquake Engineering 26 (1), 89-112, 2022 | 6 | 2022 |
A new formulation for establishing the lateral interaction between buried steel pipeline and sandy soil subjected to strike-slip faulting M Ashrafy, M TahamouliRoudsari, M Hosseini Journal of Pressure Vessel Technology 142 (2), 021904, 2020 | 4 | 2020 |
Base Shear and Fundamental Period of RC Coupling Beam Structures R Aghayari, MT Roudsari, M Ashrafy Proceedings of international Conference on Transport, Environment and Civil …, 2012 | 2 | 2012 |
Assessment of the Effects of Pipe’s Wall Thickness on Lateral Steel Pipe-Dense Sandy Soil Interaction Subjected to Strike-Slip Faulting M Ashrafy, M TahamouliRoudsari, M Hosseini Bulletin of Earthquake Science and Engineering 9 (2), 17-39, 2022 | | 2022 |
Ductility of Low-rise RC coupled shear wall structures M Ashrafy, R Aghayari, SD Joghan Conference: 3rd Iran International Conference of Structural EngineeringAt …, 2017 | | 2017 |
National Iranian Gas Company (NIGC) Research & Technology Administration Research & Technology Department M TahamouliRoudsari, M Hosseini, M Ashrafy | | 2017 |
USING THE RECYCLED CRUMB TIRES IN ROLLER-COMPACT CONCRETE PAVEMENT (RCCP) R Aghayari, A Zaji, M Ashrafy ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) 17 (7), 969-984, 2016 | | 2016 |
The Effect of Structural Height and Geometry on the Base Shear of RC Coupling Beam Systems MTR Mohammad Ashrafy, Reza Aghayari | | 2013 |
The Effect of Structural Height and Geometry on the Base Shear of RC Coupling Beam Systems MA Mehrzad Tahamouli Roudsari, Reza Aghayari Proceedings of The 10th International Congress on Advances in Civil …, 2012 | | 2012 |