M. A. Bezabeh
- Equivalent Viscous Damping for Steel Moment-Resisting Frames with Cross-Laminated Timber Infill Walls. In: Journal of Structural Engineering (ASCE), v. 142, n. 1 (Januar 2016). (2016):
- Dynamic Response of Tall Mass-Timber Buildings to Wind Excitation. In: Journal of Structural Engineering (ASCE), v. 146, n. 10 (Oktober 2020). (2020):
- Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part I - structural design and wind tunnel testing. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 181 (Oktober 2018). (2018):
- Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part II - structural reliability analysis. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 181 (Oktober 2018). (2018):
- Seismic Vulnerability Assessment of Hybrid Steel-Timber Structure: Steel Moment-Resisting Frames with CLT Infill. In: Journal of Earthquake Engineering, v. 18, n. 6 ( 2014). (2014):
- Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach. In: Journal of Structural Engineering (ASCE), v. 143, n. 10 (Oktober 2017). (2017):
- CLT–Steel Hybrid System: Ductility and Overstrength Values Based on Static Pushover Analysis. In: Journal of Performance of Constructed Facilities (ASCE), v. 28, n. 6 (Dezember 2014). (2014):