| Modified consecutive modal pushover procedure for seismic investigation of one-way asymmetric-plan tall buildings F Khoshnoudian, M Kiani Earthquake engineering and engineering vibration 11, 221-232, 2012 | 28 | 2012 |
| Collapse capacity of soil‐structure systems under pulse‐like earthquakes F Khoshnoudian, E Ahmadi, M Kiani, M Hadikhan Tehrani Earthquake Engineering & Structural Dynamics 44 (3), 481-490, 2015 | 13 | 2015 |
| A new pushover procedure for two‐way asymmetric‐plan tall buildings under bidirectional earthquakes F Khoshnoudian, M Kiani, TY Yang The Structural Design of Tall and Special Buildings 23 (14), 1097-1117, 2014 | 13 | 2014 |
| Higher-mode effects for soil-structure systems under different components of near-fault ground motions F Khoshnoudian, E Ahmadi, S Sohrabi, M Kiani Earthquakes and Structures 7 (1), 83-99, 2014 | 13 | 2014 |
| Effects of hysteretic damping on the seismic performance of tuned mass dampers M Kiani, J Vaseghi Amiri The Structural Design of Tall and Special Buildings 28 (1), e1555, 2019 | 12 | 2019 |
| Dynamic instability of Soil-SDOF structure systems under far-fault earthquakes F Khoshnoudian, E Ahmadi, M Kiani, MH Tehrani Earthquake Spectra 31 (4), 2419-2441, 2015 | 10 | 2015 |
| Equivalent linearization parameters of soil-MDOF structure systems subjected to pulse-like earthquakes E Ahmadi, M Kiani, F Paytam, F Khoshnoudian Soils and Foundations 58 (6), 1371-1382, 2018 | 4 | 2018 |
Ehsan AhmadiPhD, FHEA, Lecturer (Assistant Professor)Verified email at bcu.ac.uk
