Designing optimal multiple tuned mass dampers using genetic algorithms (GAs) for mitigating the seismic response of structures M Mohebbi, K Shakeri, Y Ghanbarpour, H Majzoub Journal of Vibration and Control 19 (4), 605-625, 2013 | 161 | 2013 |
A story shear-based adaptive pushover procedure for estimating seismic demands of buildings K Shakeri, MA Shayanfar, T Kabeyasawa Engineering structures 32 (1), 174-183, 2010 | 142 | 2010 |
An adaptive modal pushover procedure for asymmetric-plan buildings K Shakeri, K Tarbali, M Mohebbi Engineering Structures 36, 160-172, 2012 | 75 | 2012 |
Modified direct displacement‐based design approach for structures equipped with fluid viscous damper M Noruzvand, M Mohebbi, K Shakeri Structural Control and Health Monitoring 27 (1), e2465, 2020 | 35 | 2020 |
Story shear and torsional moment-based pushover procedure for asymmetric-plan buildings using an adaptive capacity spectrum method K Tarbali, K Shakeri Engineering Structures 79, 32-44, 2014 | 30 | 2014 |
A pushover procedure for seismic assessment of buildings with bi-axial eccentricity under bi-directional seismic excitation K Shakeri, S Ghorbani Soil Dynamics and Earthquake Engineering 69, 1-15, 2015 | 19 | 2015 |
Optimal hybrid base isolation and MR damper M Mohebbi, H Dadkhah, K Shakeri International Journal of Optimization in Civil Engineering 5 (4), 493-509, 2015 | 18 | 2015 |
Modified adaptive modal combination procedure for nonlinear static analysis of bridges K Shakeri, K Tarbali, M Mohebbi Journal of Earthquake Engineering 17 (6), 918-935, 2013 | 17 | 2013 |
Direct displacement-based design approach for isolated structures equipped with supplemental fluid viscous damper M Mohebbi, M Noruzvand, H Dadkhah, K Shakeri Journal of Building Engineering 45, 103684, 2022 | 15 | 2022 |
Using optimal multiple tuned liquid column dampers for mitigating the seismic response of structures P Ahadi, M Mohebbi, K Shakeri International Scholarly Research Notices 2012 (1), 592181, 2012 | 15 | 2012 |
Pushover analysis of asymmetric-plan buildings based on distribution of the combined modal story shear and torsional moment K Shakeri, K Tarbali, M Mohebbi Earthquake Engineering and Engineering Vibration 13, 707-716, 2014 | 14 | 2014 |
Single-run modal pushover procedure based on the modal shear and moment in the stories K Shakeri, M Mohebbi Proceedings of 14th European Conference on Earthquake Engineering, Ohrid …, 2010 | 14 | 2010 |
A spectra-based multi modal adaptive pushover procedure for seismic assessment of buildings K Shakeri, MA Shayanfar, MM Asbmarz Proceedings of the 14th World Conference on Earthquake Engineering, Beijing …, 2008 | 13 | 2008 |
Assessment of seismic vulnerability of steel and RC moment buildings using HAZUS and statistical methodologies I Mansouri, JW Hu, K Shakeri, S Shahbazi, B Nouri Discrete Dynamics in Nature and Society 2017 (1), 2698932, 2017 | 12 | 2017 |
An efficient method for optimum combination of modes required for pushover analysis K Shakeri, MA Shayanfar, AS Moghadam Proceedings of the ninth Canadian conference on earthquake engineering, 2007 | 12 | 2007 |
Ground motion scaling for seismic response analysis by considering inelastic response and contribution of the higher modes K Shakeri, E Khansoltani, S Pessiki Soil Dynamics and Earthquake Engineering 110, 70-85, 2018 | 11 | 2018 |
DGA-based approach for optimal design of active mass damper for nonlinear structures considering ground motion effect M Mohebbi, HR Dabbagh, S Moradpour, K Shakeri, K Tarbali Smart Materials and Structures 24 (4), 045017, 2015 | 11 | 2015 |
Optimal design of multiple tuned liquid column dampers for seismic vibration control of MDOF structures M Mohebbi, HR Dabbagh, K Shakeri Periodica Polytechnica Civil Engineering 59 (4), 543-558, 2015 | 8 | 2015 |
Development of DDBD for steel MRFs using inelastic response-based seismic lateral force distribution K Shakeri, H Dadkhah Journal of Building Engineering 43, 103063, 2021 | 7 | 2021 |
Optimum weighted mode combination for nonlinear static analysis of structures K Shakeri Int. J. Optim. Civil Eng 3 (2), 259-270, 2013 | 7 | 2013 |