Publications

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[ Author(Asc)] Title Type Year
R
Reza, S. M. , M Alam, S. , & Tesfamariam, S. . (2014). Seismic performance comparison between direct displacement-based and force-based design of a multi-span continuous reinforced concrete bridge with irregular column heights. Canadian Journal of Civil Engineering, 41, 440–449. NRC Research Press.
Reza, S. Muhammad, M Alam, S. , & Tesfamariam, S. . (2014). Lateral load resistance of bridge piers under flexure and shear using factorial analysis. Engineering structures, 59, 821–835. Elsevier.
Rajeev, P. , & Tesfamariam, S. . (2017). Effects of vertical irregularities and construction quality in seismic fragilities for reinforced concrete buildings. International Journal of Earthquake and Impact Engineering, 2, 1–31. Inderscience Publishers (IEL).
Rajeev, P. , Gad, E. , & Tesfamariam, S. . (2015). Seismic Performance of Non-Ductile Reinforced Concrete Frames Subjected to Vertical Ground Motion.
Rajeev, P. , Franchin, P. , & Tesfamariam, S. . (2014). Probabilistic seismic demand model for RC frame buildings using cloud analysis and incremental dynamic analysis. In Tenth US National Conference on Earthquake Engineering (NCEE), Anchorage, Alaska.
Rajeev, P. , & Tesfamariam, S. . (2012). Seismic fragilities of non-ductile reinforced concrete frames with consideration of soil structure interaction. Soil Dynamics and Earthquake Engineering, 40, 78–86. Elsevier.
Rajeev, P. , & Tesfamariam, S. . (2012). Seismic fragilities for reinforced concrete buildings with consideration of irregularities. Structural Safety, 39, 1–13. Elsevier.
Rajeev, P. , & Tesfamariam, S. . (2011). Effect of construction quality variability on seismic fragility of reinforced building. In Pacific Conference on Earthquake Engineering (PCEE) 2011 (pp. 1–8). New Zealand Society for Earthquake Engineering Inc.
Rajeev, P. , & Tesfamariam, S. . (2011). Effect of construction quality variability on seismic fragility of reinforced concrete building. In Proceedings of the ninth pacific conference on earthquake engineering structure building and Earthquake-Resilient Society, Auckland, New Zealand (pp. 14–16).
Rajani, B. , & Tesfamariam, S. . (2007). Estimating time to failure of cast-iron water mains. In Proceedings of the Institution of Civil Engineers-Water Management (Vol. 160, pp. 83–88). Thomas Telford Ltd.
Rajani, B. , & Tesfamariam, S. . (2005). Estimating time to failure of ageing cast iron water mains under uncertainties, ICE Water Manag. J, 160, 83–88.
Rajani, B. , & Tesfamariam, S. . (2004). Uncoupled axial, flexural, and circumferential pipe soil interaction analyses of partially supported jointed water mains. Canadian geotechnical journal, 41, 997–1010. NRC Research Press Ottawa, Canada.
Rahmanian, I. , Lucet, Y. , & Tesfamariam, S. . (2014). Optimal design of reinforced concrete beams: A review. Computers and Concrete, An International Journal, 13, 457–482.
O
Odikamnoro, I. , Badal, P. S. , Burton, H. , & Tesfamariam, S. . (2022). Seismic collapse risk of RC-timber hybrid building with different energy dissipation connections considering NBCC 2020 hazard. Journal of Infrastructure Preservation and Resilience, 3, 14. Springer.
Odikamnoro, I. , Badal, P. S. , Burton, H. , & Tesfamariam, S. . (2022). Seismic collapse risk of RC-timber hybrid building with consideration of NBCC 2020 seismic hazard model.
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Noh, N. Mohammad, & Tesfamariam, S. . (2018). Seismic collapse risk assessment of code-conforming RC moment resisting frame buildings designed with 2014 Canadian Standard Association Standard A23. 3. Frontiers in Built Environment, 4, 53. Frontiers Media SA.
Noh, N. Mohammad, Liberatore, L. , Mollaioli, F. , & Tesfamariam, S. . (2017). Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees. Engineering Structures, 150, 599–621. Elsevier.
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Mostafaei, H. , Al-Chatti, Q. , Popovski, M. , Tesfamariam, S. , & Bénichou, N. . (2013). Seismic performance of wood mid-rise structures. Research Report RR-345, 1–42.
Mori, T. , Nakatani, M. , & Tesfamariam, S. . (2015). Performance of semirigid timber frame with Lagscrewbolt connections: experimental, analytical, and numerical model results. International Journal of Advanced Structural Engineering (IJASE), 7, 387–403. Springer.

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