Effects of using different arrangements and types of viscous dampers on seismic performance of intermediate steel moment frames in comparison with different passive dampers RS Kaleybar, P Tehrani Structures 33, 3382-3396, 2021 | 25 | 2021 |
Seismic risk assessment of four-span bridges in Montreal designed using the Canadian bridge design code P Tehrani, D Mitchell Journal of Bridge Engineering 19 (8), A4014002, 2014 | 23 | 2014 |
Seismic performance assessment of bridges in Montreal using incremental dynamic analysis P Tehrani, D Mitchell 15th World Conference on Earthquake Engineering, 2012 | 22 | 2012 |
Seismic response of bridges subjected to different earthquake types using IDA P Tehrani, D Mitchell Journal of earthquake engineering 17 (3), 423-448, 2013 | 21 | 2013 |
Effects of column stiffness irregularity on the seismic response of bridges in the longitudinal direction P Tehrani, D Mitchell Canadian Journal of Civil Engineering 40 (8), 815-825, 2013 | 20 | 2013 |
Effects of column and superstructure stiffness on the seismic response of bridges in the transverse direction P Tehrani, D Mitchell Canadian Journal of Civil Engineering 40 (8), 827-839, 2013 | 18 | 2013 |
Seismic analysis and behavior of continuous reinforced concrete bridges P Tehrani Ph. D. Thesis, 2012 | 15* | 2012 |
Effects of column and superstructure irregularity on the seismic response of four-span RC bridges M Sajed, P Tehrani Structures 28, 1400-1412, 2020 | 14 | 2020 |
Effects of different record selection methods on the transverse seismic response of a bridge in south western British Columbia P Tehrani, K Goda, D Mitchell, GM Atkinson, LE Chouinard Journal of Earthquake Engineering 18 (4), 611-636, 2014 | 11 | 2014 |
Incremental dynamic analysis applied to seismic performance and risk assessment of RC bridges P Tehrani, D Mitchell Handbook of Seismic Risk Analysis and Management of Civil Infrastructure Systems, 2013 | 10 | 2013 |
Investigating seismic behavior of horizontally curved RC bridges with different types of irregularity in comparison with equivalent straight bridges RS Kaleybar, P Tehrani Structures 33, 2570-2586, 2021 | 8 | 2021 |
A study on the accuracy of force analogy method in nonlinear static analysis S Safaei, A Taslimi, P Tehrani The Structural Design of Tall and Special Buildings 28 (13), e1654, 2019 | 8 | 2019 |
The use of passive dampers and conventional strengthening methods for the rehabilitation of an existing steel structure P Tehrani, S Maalek 4th international conference on Earthquake Engineering, Taipei, Taiwan, 10, 2006 | 7 | 2006 |
Post-earthquake progressive failure resistance of steel frames under column-removal scenarios H Semsarha, P Tehrani, B Behnam Structures 33, 1544-1560, 2021 | 6 | 2021 |
Comparison of nonlinear static and nonlinear dynamic analyses in the estimation of the maximum displacement for structures equipped with various damping devices P Tehrani, S Maalek 4th International Conference on Earthquake Engineering, Taipei, Taiwan, 2006 | 6 | 2006 |
A fibre-based modelling technique for the seismic analysis of steel–concrete composite shear walls SMR Emrani, S Epackachi, P Tehrani, A Imanpour Canadian Journal of Civil Engineering 49 (6), 993-1007, 2022 | 5 | 2022 |
Investigating different methods for application of earthquake records in seismic evaluation of irregular RC bridges considering incident angles P Tehrani, R Ghanbari Structures 32, 1717-1733, 2021 | 5 | 2021 |
Prediction of mean responses of RC bridges considering the incident angle of ground motions and displacement directions P Tehrani, D Mitchell Applied Sciences 11 (6), 2462, 2021 | 5 | 2021 |
A technique for seismic rehabilitation of damaged steel moment resisting frames F Mahmoudi, P Tehrani Journal of Rehabilitation in Civil Engineering 8 (4), 106-117, 2020 | 5 | 2020 |
Seismic behaviour and analysis of irregular bridges with different column heights P Tehrani, D Michell CEISCE, Seminar, Quebec, Canada, 2010 | 5 | 2010 |