Publications

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[ Author(Desc)] Title Type Year
S
Skandalos, K. , Chakraborty, S. , & Tesfamariam, S. . (2022). Seismic reliability analysis using a multi-fidelity surrogate model: Example of base-isolated buildings. Structural Safety, 97, 102222. Elsevier.
Skandalos, K. , & Tesfamariam, S. . (2020). MULTI-STORY ISOLATED BUILDINGS: A MULTI-OBJECTIVE STUDY.
Skandalos, K. , Afshari, H. , Hare, W. , & Tesfamariam, S. . (2020). Multi-objective optimization of inter-story isolated buildings using metaheuristic and derivative-free algorithms. Soil Dynamics and Earthquake Engineering, 132, 106058. Elsevier.
Stiemer, S. , Tesfamariam, S. , Karacabeyli, E. , & Propovski, M. . (2012). Development of steel-wood hybrid systems for buildings under dynamic loads. In Proceedings of the 7th International Specialty Conference on Behavior of Steel Structures in Seismic Areas (STESSA), Santiago, Chile (Vol. 911).
Stiemer, F. , Dickof, C. , & Tesfamariam, S. . (2012). Timber-steel hybrid systems: Seismic overstrength and ductility factors. In Proc., 10th Int. Conf. on Advances in Steel Concrete Composite and Hybrid Structures, National Univ. of Singapore, Singapore (pp. 2–4).
Sumida, K. , Isoda, H. , Mori, T. , Tanaka, K. , & Tesfamariam, S. . (2019). Experimental seismic response of a Japanese conventional wooden house using 2016 kumamoto earthquake records. Journal of Performance of Constructed Facilities, 33, 04019014. American Society of Civil Engineers.
T
Takewaki, I. , Kohiyama, M. , Trombetti, T. , Tesfamariam, S. , & Lu, X. . (2019). Innovative methodologies for resilient buildings and cities. Frontiers in built environment, 5, 94. Frontiers Media SA.
Tesfamaraim, S. , & Saatcioglu, M. . (2008). Seismic risk assessment of RC buildings using fuzzy synthetic evaluation. Journal of Earthquake Engineering, 12, 1157–1184. Taylor & Francis.
Tesfamariam, S. . (2023). Special collection on buried infrastructures. Sustainable and Resilient Infrastructure, 8, 1–2. Taylor & Francis.
Tesfamariam, S. , & Teweldebrhan, B. Tekle. (2023). Seismic Design of Tall Timber Building with Dual CLT-Shear Wall and Glulam Moment Resisting Frame Systems.
Tesfamariam, S. , Badal, P. S. , & Goda, K. . (2023). Seismic Hazard and Ground Motion Selection for Response History Analysis based on the National Building Code of Canada 2020.
Tesfamariam, S. . (2022). Performance-based design of tall timber buildings under earthquake and wind multi-hazard loads: Past, present, and future. Frontiers in Built Environment, 8, 848698. Frontiers Media SA.
Tesfamariam, S. . (2022). Tall Timber Buildings: Innovative Building Design and Damping Considerations. CTBUH Journal.
Tesfamariam, S. , & Goda, K. . (2022). Risk assessment of CLT-RC hybrid building: Consideration of earthquake types and aftershocks for Vancouver, British Columbia. Soil Dynamics and Earthquake Engineering, 156, 107240. Elsevier.
Tesfamariam, S. , Skandalos, K. , Goda, K. , Bezabeh, M. A. , Bitsuamlak, G. , & Popovski, M. . (2021). Quantifying the ductility-related force modification factor for 10-story timber–RC hybrid building using FEMA P695 procedure and considering the 2015 NBC seismic hazard. Journal of Structural Engineering, 147, 04021052. American Society of Civil Engineers.
Tesfamariam, S. , Wakashima, Y. , & Skandalos, K. . (2021). Damped timber shear wall: Shake-table tests and analytical models. Journal of Structural Engineering, 147, 04021064. American Society of Civil Engineers.
Tesfamariam, S. , Woldesellasse, H. , Xu, M. , & Asselin, E. . (2021). General corrosion vulnerability assessment using a Bayesian belief network model incorporating experimental corrosion data for X60 pipe steel. Journal of Pipeline Science and Engineering, 1, 329–338. Elsevier.
Tesfamariam, S. , Skandalos, K. , & Teweldebrhan, B. Tekle. (2021). Design of Tall-Coupled-Wall Timber Building: Energy Dissipating Coupling Beams.
Tesfamariam, S. , & Das, S. . (2021). Resilient tall timber building design: Damped-outrigger system.
Tesfamariam, S. , De Iuliis, M. , Kammouh, O. , & Cimellaro, G. Paolo. (2019). A methodology to estimate the downtime of building structures using Fuzzy Logic. A methodology to estimate the downtime of building structures using Fuzzy Logic, 63–72. Pisa University Press.

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