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Integrated Framework for Assessment of Time-Variant Flood Fragility of Bridges Using Deep Learning Neural Networks
Publisher: ASCE
Abstract: The increasing intensity and frequency of extreme hydrological events poses a significant threat to the safety of transportation infrastructure across the globe. To reduce the failure risk associated with these structures, ...
Integrated Framework for Quantifying the Effect of Climate Change on the Risk of Bridge Failure Due to Floods and Flood-Induced Scour
Publisher: American Society of Civil Engineers
Abstract: Climate change has been recognized as a significant threat for transportation infrastructure. The change in temperature profiles and precipitation patterns and the increase in the intensity of weather-related extreme events ...
Ultimate Loads of Continuous Composite Bridges
Publisher: American Society of Civil Engineers
Abstract: The prediction of the ultimate load capacity of composite bridges of slab‐on‐I‐steel girder construction is necessary. This is dictated by design requirements for the ultimate limit states of such bridges. In this paper, ...
Erratum for “Life-Cycle Management of Fatigue-Sensitive Structures Integrating Inspection Information” by S. Mohamed Soliman and Dan M. Frangopol
Publisher: American Society of Civil Engineers
Optimal Risk-Based Management of Coastal Bridges Vulnerable to Hurricanes
Publisher: American Society of Civil Engineers
Optimization of Life-Cycle Maintenance of Deteriorating Bridges with Respect to Expected Annual System Failure Rate and Expected Cumulative Cost
Publisher: American Society of Civil Engineers
Abstract: Civil infrastructure systems are subjected to progressive deterioration resulting from multiple mechanical and environmental stressors. This deterioration process is developed under uncertainties related to load effects, ...
Life-Cycle Management of Fatigue-Sensitive Structures Integrating Inspection Information
Publisher: American Society of Civil Engineers
Abstract: Successful management of deteriorating structures requires the reliable prediction of damage occurrence as well as the time-dependent damage propagation under uncertainty. The reliability of the performance prediction ...
Probabilistic Fatigue Life Estimation of Steel Bridges by Using a Bilinear S-N Approach
Publisher: American Society of Civil Engineers
Abstract: This paper focuses on estimating the fatigue life below the constant amplitude fatigue threshold (CAFT) of steel bridges by using a probabilistic approach on the basis of a bilinear stress life (i.e., the
Fatigue Damage in Railway Steel Bridges: Approach Based on a Dynamic Train-Bridge Coupled Model
Publisher: American Society of Civil Engineers
Abstract: This paper evaluates the fatigue stress and damage accumulation in steel railway bridges using a dynamic coupled train-bridge system model. The system consists of a spatial vehicle model, a three-dimensional (3D) bridge ...
Maintenance and Operation of Infrastructure Systems: Review
Publisher: American Society of Civil Engineers