Publications

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[ Author(Desc)] Title Type Year
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Das, S. , Chakraborty, S. , Chen, Y. , & Tesfamariam, S. . (2021). Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction. Soil Dynamics and Earthquake Engineering, 140, 106466. Elsevier.
Das, S. , & Tesfamariam, S. . (2020). Optimization of SMA based damped outrigger structure under uncertainty. Engineering Structures, 222, 111074. Elsevier.
Das, S. , Tesfamariam, S. , Chen, Y. , Qian, Z. , Tan, P. , & Zhou, F. . (2020). Reliability-based optimization of nonlinear energy sink with negative stiffness and sliding friction. Journal of Sound and Vibration, 485, 115560. Elsevier.
Das, S. , Sadiq, R. , & Tesfamariam, S. . (2011). An aggregative fuzzy risk analysis for flood incident management. International Journal of System Assurance Engineering and Management, 2, 31–40. Springer.
De Domenico, D. , Tesfamariam, S. , & Lu, X. . (2022). Smart passive damper design for building structures with higher resilience under uncertain earthquake ground motions. Frontiers in Built Environment, 8, 1074273. Frontiers.
De Iuliis, M. , Cimellaro, G. Paolo, Domaneschi, M. , Tesfamariam, S. , & others, . (2021). Downtime Estimation of Buildings and Infrastructures Using Fuzzy Logic. In The 17th World Conference on Earthquake Engineering (pp. 1–12). Japan Association for Earthquake Engineering.
De Iuliis, M. , Kammouh, O. , Cimellaro, G. Paolo, & Tesfamariam, S. . (2021). Quantifying restoration time of power and telecommunication lifelines after earthquakes using Bayesian belief network model. Reliability Engineering & System Safety, 208, 107320. Elsevier.
De Iuliis, M. , Kammouh, O. , Cimellaro, G. Paolo, & Tesfamariam, S. . (2021). Quantifying restoration time of pipelines after earthquakes: Comparison of Bayesian belief networks and fuzzy models. International Journal of Disaster Risk Reduction, 64, 102491. Elsevier.
De Iuliis, M. , Kammouh, O. , Cimellaro, G. Paolo, & Tesfamariam, S. . (2019). Downtime estimation of building structures using fuzzy logic. International journal of disaster risk reduction, 34, 196–208. Elsevier.
De Iuliis, M. , Kammouh, O. , Cimellaro, G. P. , & Tesfamariam, S. . (2019). Resilience of the built environment: A methodology to estimate the downtime of building structures using fuzzy logic. Resilient structures and infrastructure, 47–76. Springer.
De Risi, R. , Goda, K. , & Tesfamariam, S. . (2019). Multi-dimensional damage measure for seismic reliability analysis. Structural safety, 78, 1–11. Elsevier.
Demissie, G. , Tesfamariam, S. , & Sadiq, R. . (2017). Prediction of pipe failure by considering time-dependent factors: Dynamic Bayesian belief network model. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 3, 04017017. American Society of Civil Engineers.
Demissie, G. , Tesfamariam, S. , & Sadiq, R. . (2016). Considering soil parameters in prediction of remaining service life of metallic pipes: Bayesian belief network model. Journal of Pipeline Systems Engineering and Practice, 7, 04015028. American Society of Civil Engineers.
Demissie, G. , Tesfamariam, S. , & Sadiq, R. . (2015). Prediction of soil corrosivity index: a Bayesian belief network approach.
Deng, Y. , Sadiq, R. , Jiang, W. , & Tesfamariam, S. . (2011). Risk analysis in a linguistic environment: a fuzzy evidential reasoning-based approach. Expert systems with applications, 38, 15438–15446. 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. , & Tesfamariam, S. . (2022). Probabilistic Seismic Risk Analysis of Buried Pipelines Due to Permanent Ground Deformation for Victoria, BC. Geotechnics, 2, 731–753. MDPI.
Dey, S. , Chakraborty, S. , & Tesfamariam, S. . (2021). Multi-fidelity approach for uncertainty quantification of buried pipeline response undergoing fault rupture displacements in sand. Computers and Geotechnics, 136, 104197. 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.
Dickof, C. , Stiemer, S. F. , Bezabeh, M. A. , & Tesfamariam, S. . (2014). CLT–steel hybrid system: Ductility and overstrength values based on static pushover analysis. Journal of Performance of Constructed Facilities, 28, A4014012. American Society of Civil Engineers.

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