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Solomon Tesfamariam
Solomon Tesfamariam
Professor of Engineering, University of Waterloo
Email verificata su uWaterloo.ca - Home page
Titolo
Citata da
Citata da
Anno
A review of multi-criteria decision-making methods for infrastructure management
G Kabir, R Sadiq, S Tesfamariam
Structure and infrastructure engineering 10 (9), 1176-1210, 2014
5172014
Risk analysis for oil & gas pipelines: A sustainability assessment approach using fuzzy based bow-tie analysis
A Shahriar, R Sadiq, S Tesfamariam
Journal of loss prevention in the process Industries 25 (3), 505-523, 2012
4022012
Risk-based environmental decision-making using fuzzy analytic hierarchy process (F-AHP)
S Tesfamariam, R Sadiq
Stochastic Environmental Research and Risk Assessment 21 (1), 35-50, 2006
2872006
Evaluating risk of water mains failure using a Bayesian belief network model
G Kabir, S Tesfamariam, A Francisque, R Sadiq
European Journal of Operational Research 240 (1), 220-234, 2015
2582015
Environmental decision-making under uncertainty using intuitionistic fuzzy analytic hierarchy process (IF-AHP)
R Sadiq, S Tesfamariam
Stochastic Environmental Research and Risk Assessment 23 (1), 75-91, 2009
2422009
A survey of non-gradient optimization methods in structural engineering
W Hare, J Nutini, S Tesfamariam
Advances in Engineering Software 59, 19-28, 2013
2322013
A fuzzy Bayesian belief network for safety assessment of oil and gas pipelines
G Kabir, R Sadiq, S Tesfamariam
Structure and Infrastructure Engineering 12 (8), 874-889, 2016
1872016
Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees
NM Noh, L Liberatore, F Mollaioli, S Tesfamariam
Engineering Structures 150, 599-621, 2017
1832017
Performance indicators for small-and medium-sized water supply systems: a review
H Haider, R Sadiq, S Tesfamariam
Environmental reviews 22 (1), 1-40, 2014
1712014
Assessing urban areas vulnerability to pluvial flooding using GIS applications and Bayesian Belief Network model
Y Abebe, G Kabir, S Tesfamariam
Journal of Cleaner Production 174, 1629-1641, 2018
1682018
Constrained multi-objective optimization algorithms: Review and comparison with application in reinforced concrete structures
H Afshari, W Hare, S Tesfamariam
Applied Soft Computing 83, 105631, 2019
1592019
Hysteresis behavior of bracket connection in cross-laminated-timber shear walls
YL Shen, J Schneider, S Tesfamariam, SF Stiemer, ZG Mu
Construction and Building Materials 48, 980-991, 2013
1532013
Internal corrosion hazard assessment of oil & gas pipelines using Bayesian belief network model
O Shabarchin, S Tesfamariam
Journal of loss prevention in the process industries 40, 479-495, 2016
1522016
Risk analysis in a linguistic environment: A fuzzy evidential reasoning-based approach
Y Deng, R Sadiq, W Jiang, S Tesfamariam
Expert Systems with Applications, 2011
1522011
Probability density functions based weights for ordered weighted averaging (OWA) operators: An example of water quality indices
R Sadiq, S Tesfamariam
European journal of operational research 182 (3), 1350-1368, 2007
1432007
Seismic fragilities of non-ductile reinforced concrete frames with consideration of soil structure interaction
P Rajeev, S Tesfamariam
Soil Dynamics and Earthquake Engineering 40, 78-86, 2012
1312012
Seismic fragilities for reinforced concrete buildings with consideration of irregularities
P Rajeev, S Tesfamariam
Structural Safety 39, 1-13, 2012
1292012
Framework for prioritizing infrastructure user expectations using Quality Function Deployment (QFD)
AA Bolar, S Tesfamariam, R Sadiq
International Journal of Sustainable Built Environment 6 (1), 16-29, 2017
1212017
Earthquake induced damage classification for reinforced concrete buildings
S Tesfamariam, Z Liu
Structural Safety 32 (2), 154-164, 2010
1142010
Uncoupled axial, flexural, and circumferential pipe-soil interaction analyses of partially supported jointed water mains
BB Rajani, S Tesfamariam
Canadian geotechnical journal 41 (6), 997-1010, 2004
1132004
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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