| Rocking isolation of a typical bridge pier on spread foundation PE Mergos, K Kawashima Journal of Earthquake Engineering 9 (sup2), 395-414, 2005 | 164 | 2005 |
| Optimum design of reinforced concrete retaining walls with the flower pollination algorithm PE Mergos, F Mantoglou Structural and Multidisciplinary Optimization 61 (2), 575-585, 2020 | 67 | 2020 |
| A distributed shear and flexural flexibility model with shear–flexure interaction for R/C members subjected to seismic loading PE Mergos, AJ Kappos Earthquake Engineering & Structural Dynamics 37 (12), 1349-1370, 2008 | 65 | 2008 |
| A gradual spread inelasticity model for R/C beam–columns, accounting for flexure, shear and anchorage slip PE Mergos, AJ Kappos Engineering Structures 44, 94-106, 2012 | 64 | 2012 |
| Effect of soil-structure interaction and spatial variability of ground motion on irregular bridges: the case of the Krystallopigi bridge A Sextos, AJ Kappos, P Mergos 13th World conference on earthquake engineering, Vancouver, Canada, paper, 2004 | 62 | 2004 |
| Loading protocols for European regions of low to moderate seismicity PE Mergos, K Beyer Bulletin of earthquake engineering 12, 2507-2530, 2014 | 61 | 2014 |
| Seismic damage analysis including inelastic shear–flexure interaction PE Mergos, AJ Kappos Bulletin of Earthquake Engineering 8, 27-46, 2010 | 59 | 2010 |
| Seismic design of reinforced concrete frames for minimum embodied CO2 emissions PE Mergos Energy and Buildings 162, 177-186, 2018 | 39 | 2018 |
| Selection of earthquake ground motions for multiple objectives using genetic algorithms PE Mergos, AG Sextos Engineering Structures 187, 414-427, 2019 | 33 | 2019 |
| Optimum seismic design of reinforced concrete frames according to Eurocode 8 and fib Model Code 2010 PE Mergos Earthquake Engineering & Structural Dynamics 46 (7), 1181-1201, 2017 | 32 | 2017 |
| A combined local damage index for seismic assessment of existing RC structures PE Mergos, AJ Kappos Earthquake engineering & structural dynamics 42 (6), 833-852, 2013 | 30 | 2013 |
| Shear hysteresis model for reinforced concrete elements including the post-peak range DK Zimos, PE Mergos, AJ Kappos Proceedings of the COMPDYN, 2015 | 23 | 2015 |
| Modelling shear–flexure interaction in equivalent frame models of slender reinforced concrete walls PE Mergos, K Beyer The Structural Design of Tall and Special Buildings 23 (15), 1171-1189, 2014 | 23 | 2014 |
| Optimum design of 3D reinforced concrete building frames with the flower pollination algorithm PE Mergos Journal of Building Engineering 44, 102935, 2021 | 22 | 2021 |
| Efficient optimum seismic design of reinforced concrete frames with nonlinear structural analysis procedures PE Mergos Structural and Multidisciplinary Optimization 58 (6), 2565-2581, 2018 | 22 | 2018 |
| Displacement-based seismic design of symmetric single-storey wood-frame buildings with the aid of N2 method P Mergos, K Beyer Frontiers in Built Environment 1, 10, 2015 | 20 | 2015 |
| Modelling of R/C members accounting for shear failure localisation: Hysteretic shear model DK Zimos, PE Mergos, AJ Kappos Earthquake Engineering & Structural Dynamics 47 (8), 1722-1741, 2018 | 19 | 2018 |
| Flower pollination algorithm parameters tuning PE Mergos, XS Yang Soft computing 25 (22), 14429-14447, 2021 | 18 | 2021 |
| Contribution to sustainable seismic design of reinforced concrete members through embodied CO2 emissions optimization PE Mergos Structural Concrete 19 (2), 454-462, 2018 | 18 | 2018 |
| Estimating fixed‐end rotations of reinforced concrete members at yielding and ultimate PE Mergos, AJ Kappos Structural Concrete 16 (4), 537-545, 2015 | 17 | 2015 |
Andreas KapposProfessor of Structural Engineering; Khalifa UniversityDirección de correo verificada de ku.ac.ae
