Publications

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Bradshaw, A. , Rajeev, P. , & Tesfamariam, S. . (2011). Multi criteria decision making tool for the selection of seismic retrofitting techniques. Significance, 50, 3.
Bolar, A. A. , Tesfamariam, S. , & Sadiq, R. . (2017). Framework for prioritizing infrastructure user expectations using Quality Function Deployment (QFD). International Journal of Sustainable Built Environment, 6, 16–29. Elsevier.
Bolar, A. , Tesfamariam, S. , & Sadiq, R. . (2014). Management of civil infrastructure systems: QFD-based approach. Journal of Infrastructure Systems, 20, 04013009. American Society of Civil Engineers.
Bolar, A. , Tesfamariam, S. , & Sadiq, R. . (2013). Condition assessment for bridges: a hierarchical evidential reasoning (HER) framework. Structure and Infrastructure Engineering, 9, 648–666. Taylor & Francis.
Bolar, A. , Tesfamariam, S. , & Sadiq, R. . (2012). Quality Function Deployment (QFD) for bridge maintenance. In CSCE 1st International Specialty Conference on Sustaining Public Infrastructure: Decision Making-Prioritization and Optimization (pp. 6–9).
Bigdeli, K. , Hare, W. , Nutini, J. , & Tesfamariam, S. . (2016). Optimizing damper connectors for adjacent buildings. Optimization and Engineering, 17, 47–75. Springer.
Bigdeli, K. , Hare, W. , & Tesfamariam, S. . (2012). Optimal design of viscous damper connectors for adjacent structures using genetic algorithm and Nelder-Mead algorithm. In Active and Passive Smart Structures and Integrated Systems 2012 (Vol. 8341, pp. 210–221). SPIE.
Bigdeli, K. , Hare, W. , & Tesfamariam, S. . (2012). Configuration optimization of dampers for adjacent buildings under seismic excitations. Engineering Optimization, 44, 1491–1509. Taylor & Francis.
Bigdeli, K. , Hare, W. , & Tesfamariam, S. . (2011). Determining optimal non-uniform damping coefficients for adjacent buildings via a Nelder-Mead approach. In 23rd Canadian Congress of Applied Mechanics, 2011, Vancouver, BC, Canada.
Bezabeh, M. A. , Bitsuamlak, G. T. , & Tesfamariam, S. . (2021). Nonlinear dynamic response of single-degree-of-freedom systems subjected to along-wind loads. I: Parametric study. Journal of Structural Engineering, 147, 04021177. American Society of Civil Engineers.
Bezabeh, M. A. , Bitsuamlak, G. T. , & Tesfamariam, S. . (2021). Nonlinear dynamic response of single-degree-of-freedom systems subjected to along-wind loads. II: Implications for structural reliability. Journal of Structural Engineering, 147, 04021178. American Society of Civil Engineers.
Bezabeh, M. A. , Bitsuamlak, G. T. , & Tesfamariam, S. . (2020). Performance-based wind design of tall buildings: Concepts, frameworks, and opportunities. Wind Struct, 31, 103–142.
Bezabeh, M. A. , Bitsuamlak, G. T. , Popovski, M. , & Tesfamariam, S. . (2020). Dynamic response of tall mass-timber buildings to wind excitation. Journal of Structural Engineering, 146, 04020199. American Society of Civil Engineers.
Bezabeh, M. , Bitsuamlak, G. , & Tesfamariam, S. . (2019). The first step towards the performance-based design of wind-excited buildings: A critical examination of ductility-demand, hysteretic energy, and control of damage accumulation. In Proc., 15th Int. Conf. on Wind Engineering (pp. 1–4).
Bezabeh, M. A. , Bitsuamlak, G. , & Tesfamariam, S. . (2019). Controlling hurricane-induced structural damage by tuned mass dampers and self-centering structural systems. In Proc., 15th Int. Conf. on Wind Engineering (ICWE-15). London: International Association for Wind Engineering.
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. Journal of Wind Engineering and Industrial Aerodynamics, 181, 112–125. Elsevier.
Bezabeh, M. A. , Bitsuamlak, G. , & Tesfamariam, S. . (2018). Risk-based wind design of tall mass-timber buildings. The.
Bezabeh, M. A. , Gairola, A. , Bitsuamlak, G. , Tesfamariam, S. , & Popovski, M. . (2018). On the Lateral Stability of Multi-Story Mass-Timber Buildings Subjected to Tornado-Like Wind Field. In Worl Conference on timber Engineering (p. 10).
Bezabeh, M. A. , Gairola, A. , Bitsuamlak, G. T. , Popovski, M. , & Tesfamariam, S. . (2018). Structural performance of multi-story mass-timber buildings under tornado-like wind field. Engineering Structures, 177, 519–539. Elsevier.
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. Journal of Wind Engineering and Industrial Aerodynamics, 181, 85–103. Elsevier.

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