根据意大利2020指南,结构缺陷对混凝土桥梁风险评估的影响

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Andrea Miano, Annalisa Mele, Irene Della Ragione, Antimo Fiorillo, Marco Di Ludovico, Andrea Prota
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引用次数: 0

摘要

由于其地形,意大利的道路和桥梁基础设施网络是世界上最复杂的基础设施之一。意大利对地震和水文地质灾害非常感兴趣,此外,退化和过时现象在目前接近其名义寿命的基础设施中很常见。此外,随着时间的推移,这些基础设施承受着不断增加的流量负载。2020年,意大利基础设施和运输部(MIT)发布了现有桥梁风险分类和管理、安全评估和监测指南(LG2020),试图统一基础设施检查、监测和维护的多种程序。本文讨论和调查了意大利复杂现有桥梁系统管理指南中提出的多层次方法,重点是评估结构缺陷对风险评估影响的操作方法。本研究旨在开发一种操作方法,用于应用LG2020中一般描述的程序,以根据定期检查的结果归因缺陷水平。特别是,这种方法应用于地中海地区最广泛的两种桥梁结构类型:钢筋混凝土(RC)和预应力RC (PRC)桥梁。对结构构件的缺陷程度和程度与不同桥梁风险等级所提出的程序相关联。这项工作提供了一种有用的工具,可以从检查结果着手,为桥梁分配缺陷水平,并将其纳入风险评估。这是为了推动决策者确定未来的行动和干预措施,例如详细评估安全水平和相关的加强干预措施或安装持续监测系统。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impact of the Structural Defects on Risk Assessment of Concrete Bridges According to the Italian Guidelines 2020
The Italian infrastructure network of roads and bridges is one of the most complex in the world due to the territory orography. Italy is strongly interested in seismic and hydrogeological hazards, and, in addition, degradation and obsolescence phenomena are common in infrastructures nowadays approaching the end of their nominal life. Furthermore, these infrastructures are subjected to continuous traffic load increase over time. In 2020, the Italian Ministry of Infrastructure and Transport (MIT) published the guidelines for risk classification and management, safety assessment, and monitoring of existing bridges (LG2020) as an attempt to unify the multiple procedures of inspection, monitoring, and maintenance of infrastructures. The multilevel approach proposed in the Italian guidelines for the management of the complex existing system of bridges is herein discussed and investigated, focusing on an operational methodology to evaluate the impact of structural defects on the risk assessment. This study aims to develop an operational methodology for the application of the procedure generically depicted in the LG2020 for the attribution of the level of defectiveness based on the outcomes of the periodical inspections. In particular, such a methodology is applied to two of the most widespread bridge structural typologies in the Mediterranean area: reinforced concrete (RC) and prestressed RC (PRC) bridges. The defects’ extent and level to structural members are associated with the proposed procedure for different bridge risk ratings. The work presents a useful tool to proceed from the outcomes of the inspections to the assignment of a level of defectiveness for the bridge, which enters into the risk assessment. This is to drive decision-makers in the definition of future actions and interventions, such as the detailed assessment of safety level and relevant strengthening interventions or installation of continuous monitoring systems.
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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