| Evaluation of simplified and state-of-the-art analysis procedures for steel frame buildings equipped with supplemental damping devices based on E-Defense full-scale shake table … S Akcelyan, DG Lignos, T Hikino, M Nakashima Journal of Structural Engineering 142 (6), 04016024, 2016 | 65 | 2016 |
| Adaptive numerical method algorithms for nonlinear viscous and bilinear oil damper models subjected to dynamic loading S Akcelyan, DG Lignos, T Hikino Soil Dynamics and Earthquake Engineering 113, 488-502, 2018 | 61 | 2018 |
| Seismic retrofit of existing steel tall buildings with supplemental damping devices S Akcelyan McGill University (Canada), 2017 | 9 | 2017 |
| Rate-dependent model for simulating the hysteretic behavior of low-yield stress buckling-restrained braces under dynamic excitations S Akcelyan, DG Lignos Engineering Structures 230, 111659, 2021 | 7 | 2021 |
| Seismic retrofit of steel tall buildings with bilinear oil dampers S Akcelyan, D Lignos Proceedings of the 16th European Conference on Earthquake Engineering, 2018 | 5 | 2018 |
| A practical method for seismic retrofit of tall buildings with supplemental damping S Akcelyan, D Lignos Proceedings of the 12th Canadian Conference on Earthquake Engineering (12CCEE), 2019 | 2 | 2019 |
| Seismic Assessment and retrofit of pre-Northridge high rise steel moment resisting frame buildings with bilinear oil dampers S Akcelyan, DG Lignos Buildings 13 (1), 139, 2023 | 1 | 2023 |
Dimitrios LignosResilient Steel Structures Laboratory, École Polytechnique Fédérale de Lausanne (EPFL)Verified email at epfl.ch
