Publications

Search
Author [ Title(Desc)] Type Year
S
Zhang, L. , Goda, K. , Werner, M. J. , & Tesfamariam, S. . (2021). Spatiotemporal seismic hazard and risk assessment of M9. 0 megathrust earthquake sequences of wood-frame houses in Victoria, British Columbia, Canada. Earthquake Engineering & Structural Dynamics, 50, 6–25. Wiley Online Library.
Tesfamariam, S. . (2023). Special collection on buried infrastructures. Sustainable and Resilient Infrastructure, 8, 1–2. Taylor & Francis.
Tesfamariam, S. , & Stiemer, S. F. . (2014). Special issue on performance of timber and hybrid structures. Journal of performance of constructed facilities, 28, A2014001. American Society of Civil Engineers.
Das, S. , & Tesfamariam, S. . (2022). State-of-the-art review of design of experiments for physics-informed deep learning. arXiv preprint arXiv:2202.06416.
Loss, C. , Tannert, T. , & Tesfamariam, S. . (2018). State-of-the-art review of displacement-based seismic design of timber buildings. Construction and Building Materials, 191, 481–497. Elsevier.
Balekelayi, N. , & Tesfamariam, S. . (2019). Statistical inference of sewer pipe deterioration using Bayesian geoadditive regression model. Journal of Infrastructure Systems, 25, 04019021. American Society of Civil Engineers.
Abebe, Y. , & Tesfamariam, S. . (2023). Storm sewer pipe renewal planning considering deterioration, climate change, and urbanization: a dynamic Bayesian network and GIS framework. Sustainable and Resilient Infrastructure, 8, 70–85. Taylor & Francis.
Bezabeh, M. A. , & Tesfamariam, S. . (2016). STR-957: EFFECTS OF CLT-INFILL WALLS ON THE COLLAPSE BEHAVIOR OF STEEL MOMENT RESISTING FRAMES.
Tesfamariam, S. , & Martín-Pérez, B. . (2010). Stress wave propagation for evaluation of reinforced concrete structures. In Non-Destructive Evaluation of Reinforced Concrete Structures (pp. 417–440). Elsevier.
Dey, S. , & Tesfamariam, S. . (2022). Structural performance of buried pipeline undergoing fault rupture in sand using Taguchi design of experiments. Soil Dynamics and Earthquake Engineering, 155, 107174. Elsevier.
Dey, S. , Chakraborty, S. , & Tesfamariam, S. . (2020). Structural performance of buried pipeline undergoing strike-slip fault rupture in 3D using a non-linear sand model. Soil Dynamics and Earthquake Engineering, 135, 106180. Elsevier.
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.
Chakraborty, S. , & Tesfamariam, S. . (2021). Subset simulation based approach for space-time-dependent system reliability analysis of corroding pipelines. Structural Safety, 90, 102073. Elsevier.
Hare, W. , Nutini, J. , & Tesfamariam, S. . (2013). A survey of non-gradient optimization methods in structural engineering. Advances in Engineering Software, 59, 19–28. Elsevier.
Haider, H. , Singh, P. , Ali, W. , Tesfamariam, S. , & Sadiq, R. . (2015). Sustainability evaluation of surface water quality management options in developing countries: multicriteria analysis using fuzzy UTASTAR method. Water Resources Management, 29, 2987–3013. Springer.
Abebe, Y. , Adey, B. T. , & Tesfamariam, S. . (2021). Sustainable funding strategies for stormwater infrastructure management: A system dynamics model. Sustainable Cities and Society, 64, 102485. Elsevier.
T
Tesfamariam, S. . (2022). Tall Timber Buildings: Innovative Building Design and Damping Considerations. CTBUH Journal.
Isoda, H. , Kawai, N. , Koshihara, M. , Araki, Y. , & Tesfamariam, S. . (2017). Timber–reinforced concrete core hybrid system: Shake table experimental test. Journal of Structural Engineering, 143, 04016152. American Society of Civil Engineers.
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).
Balekelayi, N. , & Tesfamariam, S. . (2020). Time Dependent Reliability Analysis for Oil and Gas Pipelines: A Bayesian Spectral Analysis-Based Deterioration Model. In International Pipeline Conference (Vol. 84454, p. V002T07A006). American Society of Mechanical Engineers.

Pages