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Mohammad Motallebi NasrabadiPh.D. Candidate McGill University Department of Civil Engineering MacDonald Engineering Building, Room 278C Advisor(s): Prof. Dimitrios G. Lignos & Colin A. Rogers |
Contact Information:
Address: Macdonald Engineering Building, Room 165
817 Sherbrooke Street West
Montreal, Quebec H3A 0C3, CANADA
Current Research Summary:
Shear tab connection is a cost effective and simple approach to connect a simple beam to their supporting members. The current design procedure for shear tab connection is based on the researches mostly focus on the behavior of beam-to-column shear tab connections subjected to gravitational shear load. This research aims to develop recommendations for design of beam to girder shear tab connection, where either an extended shear tab or cope beam shear tab is used, under combined shear and axial forces. Full scale test and finite element analyses of shear tab connection will be carried out to develop these recommendations.
Education:
B.Sc., University of Tehran, Iran, September 2009
Department of Civil EngineeringM.Sc., University of Tehran, Iran, May 2012
Department of Civil EngineeringPh.D., McGill University, Canada, 2013-till now
Department of Civil Engineering
Advisor(s): Prof. Dimitrios G. Lignos & Colin A. Rogers
Teaching:
Design of Steel Structures II, University of Tehran, 2010-2012
Teaching Assistant, Design of Steel Structures I, University of Tehran, 2010-2012.
Teaching Assistant, Design Loads for Structures, University of Tehran, 2008-2010.
Publications:
Nasrabadi, M.M., Torabian,S., Mirghaderi, S.R. (2013). “Panel Zone Modeling of Flanged Cruciform Column: Analytical and Numerical Approach”, Journal of Engineering Structures, Vol. 49, pp. 491-507.
Mirghaderi, S.R., and Nasrabadi, M.M., (2013). “Seismic Behavior of Flanged Cruciform Columns in Moment Resisting Frame Systems”, Proceedings STESSA 2012.
Mirghaderi, S.R., and Nasrabadi, M.M., (2011). “New Method for Providing Favorable Seismic Performance in Panel Zone Regions of Moment Resisting Connections of Beams to Flanged Cruciform Column Section”, Proceedings COMPDYN 2011.