| Quantifying the ductility-related force modification factor for 10-story timber–RC hybrid building using FEMA P695 procedure and considering the 2015 NBC seismic hazard S Tesfamariam, K Skandalos, K Goda, MA Bezabeh, G Bitsuamlak, ... Journal of Structural Engineering 147 (5), 04021052, 2021 | 18 | 2021 |
| Multi-objective optimization of inter-story isolated buildings using metaheuristic and derivative-free algorithms K Skandalos, H Afshari, W Hare, S Tesfamariam Soil Dynamics and Earthquake Engineering 132, 106058, 2020 | 17 | 2020 |
| Wind and earthquake design framework for tall wood-concrete hybrid system S Tesfamariam, M Bezabeh, K Skandalos, E Martinez, S Dires, ... | 10 | 2019 |
| Design of Tall-Coupled-Wall Timber Building: Energy Dissipating Coupling Beams S Tesfamariam, K Skandalos, BT Teweldebrhan | 9 | 2021 |
| Damped timber shear wall: Shake-table tests and analytical models S Tesfamariam, Y Wakashima, K Skandalos Journal of Structural Engineering 147 (6), 04021064, 2021 | 8 | 2021 |
| Seismic reliability analysis using a multi-fidelity surrogate model: Example of base-isolated buildings K Skandalos, S Chakraborty, S Tesfamariam Structural Safety 97, 102222, 2022 | 7 | 2022 |
| Seismic design and demand assessment of isolated and innovative timber lateral load resisting systems K Skandalos University of British Columbia, 2021 | | 2021 |
| COLLAPSE RISK OF COUPLED RC-TIMBER HYBRID BUILDING WITH CONSIDERATION OF 2015 NBCC SEISMIC HAZARD S Tesfamariam, K Skandalos, MA Bezabeh, G Bitsuamlak, K Goda | | |
| MULTI-STORY ISOLATED BUILDINGS: A MULTI-OBJECTIVE STUDY K Skandalos, S Tesfamariam | | |
Solomon TesfamariamProfessor of Engineering, University of WaterlooVerified email at uWaterloo.ca
