Maria M. Szerszen
Affiliations: | Civil Engineering | The University of Nebraska - Lincoln, Lincoln, NE |
Area:
Civil EngineeringWebsite:
https://newsroom.unl.edu/announce/unlcive/8150Google:
"Maria Szerszen"Bio:
(1954 - 2018)
https://scholar.google.com/citations?user=HY3fDiIAAAAJ&hl=en
Children
Sign in to add trainee| Michal Jarzab | grad student | 2012 | University of Nebraska - Lincoln |
| Sanaa Y. El Touny | grad student | 2014 | University of Nebraska - Lincoln |
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Publications
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| Szwed A, Szerszen MM. (2010) Prediction of restrained shrinkage stresses and premature deck cracking in composite bridges Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference On Bridge Maintenance, Safety and Management. 3555-3562 |
| Szerszen MM, Szwed A, Li VC. (2007) Flexural Response of Reinforced Beam with High Ductility Concrete Material Brittle Matrix Composites 8. 263-274 |
| Nowak AS, Szeliga EK, Szerszen MM. (2006) Statistical models for resistance of concrete components Advances in Reliability and Optimization of Structural Systems - Proceedings of the 12th Wg 7.5 Working Conference On Reliability and Optimization of Structural Systems. 171-178 |
| Ferrand D, Nowak AS, Szerszen MM. (2005) Field test and finite element analysis of isotropic bridge deck Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 153-158 |
| Szerszen MM, Szwed A, Nowak AS. (2005) Reliability analysis for eccentrically loaded columns Aci Structural Journal. 102: 676-688 |
| Szerszen MM, Kwasniewski LJ, Nowak AS. (2004) Performance evaluation for RC bridge decks Structures Congress 2000: Advanced Technology in Structural Engineering. 103 |
| Nowak AS, Szerszen MM. (2003) Life-Cycle Deterioration Models for Concrete Deck Slabs Life-Cycle Performance of Deteriorating Structures. 133-140 |
| Szerszen MM, Nowak AS. (2003) Calibration of design code for buildings (ACI 318): Part 2 - Reliability analysis and resistance factors Aci Structural Journal. 100: 383-391 |
| Nowak AS, Szerszen MM. (2003) New resistance factors for concrete structures (ACI 318) Proceedings of the Structures Congress and Exposition. 809-810 |
| Nowak AS, Nowak S, Szerszen MM. (2003) Calibration of design code for buildings (ACI 318): Part 1 - Statistical models for resistance Aci Structural Journal. 100: 377-382 |