Alessandro Pucci, Hélder S. Sousa, Linda Giresini, José C. Matos, Fabio Castelli
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Results revealed that all three limit states must be taken into account and showed that driftwood clogging can have a severe impact on the failure probability of the bridge, with even a minor decrease in clearance causing a significant safety reduction. Additionally, this work discusses the influence of hydrologic model recalibration on the failure probability of a structure.Keywords: Driftwood cloggingfloodsfragility curveshydrodynamic actionshydrologic modelssingle-span bridges AcknowledgmentsThe first, second and fourth authors acknowledge that, this work was partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020, and under the Associate Laboratory Advanced Production and Intelligent Systems ARISE under reference LA/P/0112/2020. This work was supported by the FCT Foundation for Science and Technology under Grant SFRH/BD/145478/2019. 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引用次数: 0
摘要
摘要弹性桥梁网络是灾后社区重建的重要组成部分。洪水是桥梁垮塌的主要原因,但对单跨桥面在水动力和浮木堵塞作用下的联合脆弱性研究较少。此外,大多数研究集中在多跨桥梁和桥墩上。通过使用HEC-RAS软件和内部开发的Python脚本,本工作提出了一种获得考虑水动力作用和浮木的单跨桥梁易损性曲线的方法。由于缺乏标准中关于桥面隆起和倾覆的指示,这些极限状态与滑移一起包含在公式中。结果表明,必须考虑所有三种极限状态,并表明浮木堵塞会对桥梁的破坏概率产生严重影响,即使间隙很小也会导致显著的安全降低。此外,本文还讨论了水文模型再标定对结构破坏概率的影响。第一、第二和第四作者承认,本研究由FCT/MCTES通过国家基金(PIDDAC)资助,由结构工程可持续发展与创新研究所(ISISE)资助,参考文献为UIDB/04029/2020,由副实验室资助,参考文献为LA/P/0112/2020。本研究由FCT科学技术基金资助,项目编号:SFRH/BD/145478/2019。校准后的HEC-RAS 1D模型仅由托斯卡纳地区的“Direzione Difesa del Suolo e Protezione Civile”提供用于研究目的。我们要感谢Ing。Gennaro Costabile和Ing。感谢Francesco Piani在提供上述模型方面的帮助。披露声明作者未报告潜在的利益冲突。本研究得到了联合国科学与技术基金会Ciência第1段的支持。
Fragility of bridge decks exposed to hydraulic and driftwood actions
AbstractA resilient bridge network is vital to a community recovery after natural disasters. Floods are the main cause of bridge collapses, but there is little research on the combined fragility of single-span bridge decks to hydrodynamic forces and driftwood clogging. Moreover, most studies concentrate on multi-span bridges and piers. By using HEC-RAS software and in-house developed Python scripts, this work proposes a method to obtain fragility curves for single-span bridges accounting for hydrodynamic actions and driftwood. Due to the lack of indications from standards concerning uplift and overturning of bridge decks, these limit states are included in the formulation together with slippage. Results revealed that all three limit states must be taken into account and showed that driftwood clogging can have a severe impact on the failure probability of the bridge, with even a minor decrease in clearance causing a significant safety reduction. Additionally, this work discusses the influence of hydrologic model recalibration on the failure probability of a structure.Keywords: Driftwood cloggingfloodsfragility curveshydrodynamic actionshydrologic modelssingle-span bridges AcknowledgmentsThe first, second and fourth authors acknowledge that, this work was partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020, and under the Associate Laboratory Advanced Production and Intelligent Systems ARISE under reference LA/P/0112/2020. This work was supported by the FCT Foundation for Science and Technology under Grant SFRH/BD/145478/2019. The calibrated HEC-RAS 1D Model was provided for research purposes only by ‘Direzione Difesa del Suolo e Protezione Civile’ of Regione Toscana. We would like to thank Ing. Gennaro Costabile and Ing. Francesco Piani for their kind help in providing the abovementioned model.Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis study was supported by the Fundação para a Ciência e a Tecnologia.
期刊介绍:
Structure and Infrastructure Engineering - Maintenance, Management, Life-Cycle Design and Performance is an international Journal dedicated to recent advances in maintenance, management and life-cycle performance of a wide range of infrastructures, such as: buildings, bridges, dams, railways, underground constructions, offshore platforms, pipelines, naval vessels, ocean structures, nuclear power plants, airplanes and other types of structures including aerospace and automotive structures.
The Journal presents research and developments on the most advanced technologies for analyzing, predicting and optimizing infrastructure performance. The main gaps to be filled are those between researchers and practitioners in maintenance, management and life-cycle performance of infrastructure systems, and those between professionals working on different types of infrastructures. To this end, the journal will provide a forum for a broad blend of scientific, technical and practical papers. The journal is endorsed by the International Association for Life-Cycle Civil Engineering ( IALCCE) and the International Association for Bridge Maintenance and Safety ( IABMAS).