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M. A. Bezabeh

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Bezabeh, M. A. / Tesfamariam, S. / Stiemer, S. F. (2016): Equivalent Viscous Damping for Steel Moment-Resisting Frames with Cross-Laminated Timber Infill Walls. In: Journal of Structural Engineering (ASCE), v. 142, n. 1 (January 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001316

  2. Bezabeh, M. A. / Bitsuamlak, G. T. / Popovski, M. / Tesfamariam, S. (2020): Dynamic Response of Tall Mass-Timber Buildings to Wind Excitation. In: Journal of Structural Engineering (ASCE), v. 146, n. 10 (October 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002746

  3. 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. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 181 (October 2018).

    https://doi.org/10.1016/j.jweia.2018.08.012

  4. 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. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 181 (October 2018).

    https://doi.org/10.1016/j.jweia.2018.08.013

  5. Tesfamariam, S. / Stiemer, S. F. / Dickof, C. / Bezabeh, M. A. (2014): 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).

    https://doi.org/10.1080/13632469.2014.916240

  6. 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. In: Journal of Structural Engineering (ASCE), v. 143, n. 10 (October 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001869

  7. Dickof, C. / Stiemer, S. F. / Bezabeh, M. A. / Tesfamariam, S. (2014): 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 (December 2014).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000614

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