Bezabeh, M. A., Bitsuamlak, G. T., & Tesfamariam, S. (2021). Nonlinear dynamic response of single-degree-of-freedom systems subjected to along-wind loads. II: Implications for structural reliability. Journal of Structural Engineering, 147(11), 04021178.
Bezabeh, M. A., Bitsuamlak, G. T., & Tesfamariam, S. (2021). Nonlinear dynamic response of single-degree-of-freedom systems subjected to along-wind loads. I: Parametric study. Journal of Structural Engineering, 147(11), 04021177.
Bezabeh, M. A., Bitsuamlak, G. T., Popovski, M., & Tesfamariam, S. (2020). Dynamic response of tall mass-timber buildings to wind excitation. Journal of Structural Engineering, 146(10), 04020199.
Bezabeh, M. A., Bitsuamlak, G. T., & Tesfamariam, S. (2020). Performance-based wind design of tall buildings: Concepts, frameworks, and opportunities. Wind Struct, 31(2), 103-142.
Bezabeh, M. A., Gairola, A., Bitsuamlak, G. T., Popovski, M., & Tesfamariam, S. (2018). Structural performance of multi-story mass-timber buildings under tornado-like wind field. Engineering Structures, 177, 519-539.
Bezabeh, M. A., Bitsuamlak, G. T., Popovski, M., & Tesfamariam, S. (2018). Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part I-structural design and wind tunnel testing. Journal of Wind Engineering and Industrial Aerodynamics, 181, 85-103.
Bezabeh, M. A., Bitsuamlak, G. T., Popovski, M., & Tesfamariam, S. (2018). Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part II-structural reliability analysis. Journal of Wind Engineering and Industrial Aerodynamics, 181, 112-125.
Bezabeh, M. A., Tesfamariam, S., Popovski, M., Goda, K., & Stiemer, S. F. (2017). Seismic base shear modification factors for timber-steel hybrid structure: collapse risk assessment approach. Journal of Structural Engineering, 143(10), 04017136.
Bezabeh, M. A., Tesfamariam, S., Stiemer, S. F., Popovski, M., & Karacabeyli, E. (2016). Direct displacement-based design of a novel hybrid structure: Steel moment-resisting frames with cross-laminated timber infill walls. Earthquake Spectra, 32(3), 1565-1585.
Bezabeh, M. A., Tesfamariam, S., & Stiemer, S. F. (2016). Equivalent viscous damping for steel moment-resisting frames with cross-laminated timber infill walls. Journal of Structural Engineering, 142(1), 04015080.
