| Seismic vulnerability assessment of hybrid steel-timber structure: Steel moment-resisting frames with CLT infill S Tesfamariam, SF Stiemer, C Dickof, MA Bezabeh Journal of Earthquake Engineering 18 (6), 929-944, 2014 | 78 | 2014 |
| CLT–steel hybrid system: Ductility and overstrength values based on static pushover analysis C Dickof, SF Stiemer, MA Bezabeh, S Tesfamariam Journal of Performance of Constructed Facilities 28 (6), A4014012, 2014 | 77 | 2014 |
| Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach MA Bezabeh, S Tesfamariam, M Popovski, K Goda, SF Stiemer Journal of Structural Engineering 143 (10), 2017 | 46 | 2017 |
| Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part I-structural design and wind tunnel testing MA Bezabeh, GT Bitsuamlak, M Popovski, S Tesfamariam Journal of Wind Engineering and Industrial Aerodynamics 181, 85-103, 2018 | 43 | 2018 |
| Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part II-structural reliability analysis MA Bezabeh, GT Bitsuamlak, M Popovski, S Tesfamariam Journal of Wind Engineering and Industrial Aerodynamics 181, 112-125, 2018 | 43 | 2018 |
| Direct displacement-based design of a novel hybrid structure: Steel moment-resisting frames with cross-laminated timber infill walls MA Bezabeh, S Tesfamariam, SF Stiemer, M Popovski, E Karacabeyli Earthquake Spectra 32 (3), 1565-1585, 2016 | 39 | 2016 |
| Dynamic response of tall mass-timber buildings to wind excitation MA Bezabeh, GT Bitsuamlak, M Popovski, S Tesfamariam Journal of Structural Engineering 146 (10), 04020199, 2020 | 27 | 2020 |
| Equivalent viscous damping for steel moment-resisting frames with cross-laminated timber infill walls MA Bezabeh, S Tesfamariam, SF Stiemer Journal of Structural Engineering 142 (1), 04015080, 2016 | 26 | 2016 |
| Performance-based wind design of tall buildings: Concepts, frameworks, and opportunities MA Bezabeh, GT Bitsuamlak, S Tesfamariam Wind Struct 31 (2), 103-142, 2020 | 21 | 2020 |
| Force based design guideline for timber-steel hybrid structures : steel moment resisting frames with CLT infill walls S Tesfamariam, SF Stiemer, M Bezabeh, C Goertz, M Popovski, K Goda https://open.library.ubc.ca/cIRcle/collections …, 2015 | 19 | 2015 |
| 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 |
| Structural performance of multi-story mass-timber buildings under tornado-like wind field MA Bezabeh, GT Bitsuamlak, M Popovski, S Tesfamariam Engineering Structures 177, 519-539, 2018 | 18 | 2018 |
| Wind and earthquake design framework for tall wood-concrete hybrid system S Tesfamariam, M Bezabeh, K Skandalos, E Martinez, S Dires, ... | 10 | 2019 |
| Lateral behaviour and direct displacement based design of a novel hybrid structure: cross laminated timber infilled steel moment resisting frames M Bezabeh University of British Columbia, 2014 | 10 | 2014 |
| Gaussian process model for maximum and residual drifts of timber-steel hybrid building S Tesfamariam, JL Loeppky, MA Bezabeh Structure and Infrastructure Engineering 13 (5), 554-566, 2017 | 9 | 2017 |
| The first step towards the performance-based design of wind-excited buildings: A critical examination of ductility-demand, hysteretic energy, and control of damage accumulation M Bezabeh, G Bitsuamlaka, S Tesfamariamc The 15th International Conference on Wind Engineering (ICWE), Beijing …, 2019 | 7 | 2019 |
| Nonlinear dynamic response of single-degree-of-freedom systems subjected to along-wind loads. I: Parametric study MA Bezabeh, GT Bitsuamlak, S Tesfamariam Journal of Structural Engineering 147 (11), 04021177, 2021 | 6 | 2021 |
| Nonlinear dynamic response of single-degree-of-freedom systems subjected to along-wind loads. II: Implications for structural reliability MA Bezabeh, GT Bitsuamlak, S Tesfamariam Journal of Structural Engineering 147 (11), 04021178, 2021 | 4 | 2021 |
| Controlling hurricane-induced structural damage by tuned mass dampers and self-centering structural systems M Bezabeh, G Bitsuamlaka, S Tesfamariamc The 15th International Conference on Wind Engineering (ICWE), Beijing, China., 2019 | 4 | 2019 |
| Seismic performance of RC frames with self-centering precast post-tensioned connections considering the effect of infill walls K Dai, T Sun, Y Liu, T Li, J Xu, MA Bezabeh Soil Dynamics and Earthquake Engineering 171, 107969, 2023 | 3 | 2023 |
Solomon TesfamariamProfessor of Engineering, University of WaterlooVerified email at uWaterloo.ca
