0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

M. A. Bezabeh

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Bezabeh, M. A. / Tesfamariam, S. / Stiemer, S. F. (2016): Equivalent Viscous Damping for Steel Moment-Resisting Frames with Cross-Laminated Timber Infill Walls. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 1 (janvier 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. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 10 (octobre 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. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 181 (octobre 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. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 181 (octobre 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. Dans: 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. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 10 (octobre 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. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 28, n. 6 (décembre 2014).

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

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine