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Risk & Resilience Assessment

Bridge Assessment

Weigh In Motion


  • Teixeira, R., Martinez-Pastor, B., Nogal, M., O'Connor, A., (2020), ‘Reliability Analysis Using a Multi-Metamodel Complement-Basis Approach’, Reliability Engineering and System Safety. 205(2021), 107248.

  • Teixeira, R., Nogal, M., O'Connor, A., and Martinez-Pastor, B., (2020), ‘Reliability Assessment with Density Scanned Adaptive Kriging’, Reliability Engineering and System Safety. 199(2020), 106908.

  • Basu, B., Nogal, M. and O'Connor, A., (2020), ‘New Approach to Multi-Site Downscaling of Precipitation by Identifying Different Sets of Atmospheric Predictor Variables’, ASCE Journal of Hydrologic Engineering. 25(5), 04020013.

  • Teixeira, R., Nogal, M. and O'Connor, A., (2019), ‘Analysis of Long Term Loading Characterisation for Stress Cycle Fatigue Design’, Wind Engineering. 22(11), pp. 1563 - 1580.

  • Teixeira, R., O'Connor, A. and Nogal, M., (2019), ‘Probabilistic Sensitivity Analysis of Offshore Wind Turbines Using a Transformed Kullback-Liebler Divergence’, Structural Safety. 81(2019), pp. 101860.

  • Teixeira, R., Nogal, M. and O'Connor, A., (2019), ‘Stress-Cycle Fatigue Design with Kriging Applied to Offshore Wind Turbines’, International Journal of Fatigue. 125(2019), pp. 454 - 467.

  • Teixeira, R., Nogal, M. and O'Connor, A., (2018), ‘On the Suitability of the Generalised Pareto to Model Extreme Waves’, Journal of Hydraulic Research. 59(2018), pp. 755 - 770.

  • OBrien, E.J., van der Grift, E., Elmeros, M., Wilson-Parr, R., Carey, C. (2018), The Roads and Wildlife Manual, CEDR Contractor Report 2018-3, Conference of European Directors of Roads,

  • Al Saji M., O’Sullivan JJ. and O’Connor A., (2015), ‘Design Impact and Significance of Non-Stationarity of Variance in Extreme Rainfall’, Proceedings of the International Association of Hydrological Sciences. 371(2015).

  • OBrien, E.J., Dixon, A.S. and Sheils, E. (2012), Reinforced and Prestressed Concrete Design, 2nd Ed., Taylor & Francis, 524 pp.. doi: 10.1201/9781315272504.

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