Doctoral graduate · PhD 2020
Mayer Melhem
Now Lead Engineer, Load Rating.
Thesis: A structural reliability approach for the management of heavy-vehicle access on highway bridge networks
Publications with the group · 18
- J. W. Ngan, C. C. Caprani, M. M. Melhem (2024). Torsion effects in Super-T girder grillage analysis. Bridge Maintenance, Safety, Management, Digitalization and Sustainability doi ↗
- C. Caprani, M. Melhem (2022). Extreme Vehicles and Bridge Safety. Engineering for Extremes: Decision-Making in an Uncertain World doi ↗
- M. M. Melhem, C. C. Caprani (2022). Promoting probability-based bridge assessment in engineering practice: an Australian case study. Structure and Infrastructure Engineering doi ↗
- M. M. Melhem, C. C. Caprani, M. G. Stewart (2022). Reliability updating of partial factors for empirical codes: application to Super-T PSC girders designs at the ultimate limit state in bending. Structures doi ↗
- M. M. Melhem, C. C. Caprani, A. Ng (2022). Practical application of advanced bridge assessments in Class 1 heavy vehicle access decision-making. Austroads Bridge Conference 2022
- S. Zhang, C. Caprani, M. Melhem, A. Ng, N. Hodgins (2021). Use of structural health monitoring for assessing historical bridges under heavy loads. 10th International Conference on Bridge Maintenance, Safety and Management, Sapporo, Japan doi ↗
- M. Melhem, C. Caprani, M. Stewart, A. Ng (2021). Bridge safety assessment beyond deterministic methods: an Australian perspective. 10th International Conference on Bridge Maintenance, Safety and Management, Sapporo, Japan doi ↗
- M. Melhem, C. Caprani, S. Zhang, A. Ng, N. Hodgins (2021). Using structural reliability to decide on extreme loads accessing historical bridges. 10th International Conference on Bridge Maintenance, Safety and Management, Sapporo, Japan doi ↗
- M. Melhem, C. Caprani, M. G. Stewart, S. Zhang (2020). Bridge Assessment Beyond the AS 5100 Deterministic Methodology. Austroads
- C. C. Caprani, M. M. Melhem (2020). On the use of MCFT per AS 5100.5 for the assessment of shear capacities of existing structures. Australian Journal of Structural Engineering doi ↗
- M. M. Melhem, C. Caprani, M. G. Stewart (2020). Model error for Australian code shear capacity of concrete structures. ACMSM25 doi ↗
- M. M. Melhem, C. C. Caprani, T. M. T. Lui, A. Ng (2020). Lateral distribution factors in heavy vehicle bridge access decision-making. ACMSM25 doi ↗
- M. Melhem, C. Caprani, M. G. Stewart (2019). Reliability of Super-T PSC girders at serviceability limit state stress limits. Structure & Infrastructure Engineering doi ↗
- C. C. Caprani, M. Melhem (2018). Australian Bridge Assessment and Management Processes. Keynote Lecture, COST Action TU1406
- M. M. Melhem, C. Caprani, M. G. Stewart (2018). Performance of prestressed concrete girder in ultimate bending for AS5100:2004 and AS5100:2017. Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018
- M. M. Melhem, C. Caprani, A. Ng (2018). Bridge management in Australia and new Zealand: Current approaches and future needs. Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018
- C. C. Caprani, M. M. Melhem, K. Siamphukdee (2017). Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100: 2017. Australian Journal of Structural Engineering doi ↗
- M. Melhem, C. C. Caprani, D. Z. H. Kueh (2017). Influence of strand arrangement on the reliability of pre-stressed concrete girders under serviceability limit state. 12th International Conference on Structural Safety and Reliability, ICOSSAR `17