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Equivalent Viscous Damping for Steel Moment-Resisting Frames with Cross-Laminated Timber Infill Walls

M. A. Bezabeh, S. Tesfamariam, S. F. Stiemer
Journal paper Journal of Structural Engineering, 2015, ASCE, 10.1061/(ASCE)ST.1943-541X.0001316 , 04015080

Direct displacement based design of a novel hybrid structure: steel moment-resisting frames with Cross Laminated Timber infill walls

M. A. Bezabeh, S. Tesfamariam, S. F. Stiemer, M. Popovski, E.  Karacabeyli
Journal paper Earthquake Spectra, 2015, http://earthquakespectra.org/doi/abs/10.1193/101514EQS159M

CLT–steel hybrid system: ductility and overstrength values based on static pushover analysis

C. Dickof, S. F. Stiemer, M. A. Bezabeh, S. Tesfamariam
Journal Paper Journal of Performance of Constructed Facilities, 2014 ASCE, http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29CF.1943-5509.0000614

Seismic Vulnerability Assessment of Hybrid Steel-Timber Structure: Steel Moment-Resisting Frames with CLT Infill

C. Dickof, S. F. Stiemer, S. Tesfamariam, M. A. Bezabeh
Journal paper Journal of Earthquake Engineering, 2014,  http://www.tandfonline.com/doi/abs/10.1080/13632469.2014.916240

Direct Displacement based design: Application for steel moment resisting frames with CLT infill walls

JM. A. Bezabeh, S. Tesfamariam, S. F. Stiemer
Conference paper 8th International Conference on Behavior of Steel Structures in Seismic Areas Shanghai, China, July 1-3, 2015

Equivalent viscous damping of CLT infilled steel moment frames

M. A. Bezabeh, S. Tesfamariam, S. F. Stiemer
Conference paperWorld Conference on Earthquake Engineering 2014, Qubec City, Canada

Direct Displacement Based Design of Steel Moment-Resisting Frames with CLT Infill Walls

M. A. Bezabeh, S. Tesfamariam, S. F. Stiemer, M. Popovski
Conference paper  11th Canadian Conference on Earthquake Engineering (11CCEE), Victoria, Canada.