Yılmaz, TanerBanerjee, S.Johnson, P. A.2018-02-122018-02-122017-11-241573-2479http://hdl.handle.net/10679/5776https://doi.org/10.1080/15732479.2017.1402065Probabilistic risk assessment for bridges under natural hazards is of great interest to engineers for the development of risk mitigation strategies and implementation plans. The present study evaluates risk of an existing highway bridge in California, USA, under the integrated impact of regional seismic and flood hazards. A sensitivity study combining tornado diagram and first-order second moment reliability analyses is conducted to screen significant uncertain parameters to which bridge response is mostly sensitive. A rigorous uncertainty analysis, employing random sampling and Monte Carlo simulation techniques, is performed to obtain variations in fragility and risk curves of the bridge. Observed variations in risk curves at various risk levels are quantified through 90% confidence intervals and coefficients of variation (COV) of risk. It is observed that uncertainty in the estimated risk increases due to the presence of flood hazard at the bridge site, although mean risk does not vary with flood hazard level. Research outcome signifies that the variation in risk due to parameter uncertainty and varied flood hazard level should not be ignored to ensure bridge safety under the stated multi-hazard condition.engrestrictedAccessarticle14911182119600043736350000210.1080/15732479.2017.1402065RiskProbabilistic risk assessmentSensitivity analysisUncertaintiesFragility curvesMulti-hazard scenarioHighway bridges2-s2.0-85034833530