瑞士所有铁路和公路桥梁的风险评估

ce/papers Pub Date : 2025-09-05 DOI:10.1002/cepa.3319
Dirk Proske, Ronny Standtke
{"title":"瑞士所有铁路和公路桥梁的风险评估","authors":"Dirk Proske,&nbsp;Ronny Standtke","doi":"10.1002/cepa.3319","DOIUrl":null,"url":null,"abstract":"<p>This paper presents the risk assessment of all bridges on the Swiss railways and Swiss highways, overall app. 14 000 bridges. In contrast to the usual approach, this study uses adjusted collapse frequencies instead of failure probabilities. The adjustments are based on statistical and AI evaluations of collapse databases and literature reviews and are carried out by factors specific to each bridge based on bridge databases. In addition, the consequence parameters for the bridges are determined specifically on the means of transport, the traffic volume, the detour route, and potential loss of life. As a result, the bridges are divided into risk categories and risk lists. Besides a short explanation of the procedure, several related topics are briefly discussed. For example, the consequences of the analysis in terms of bridge closure and further steps are also indicated. The paper is an extension of a former investigation of the Swiss railway bridges only. The paper finishes with a short discussion of open issues such as correlation either between certain adjustment factors and between certain bridges, for example during a flood.</p>","PeriodicalId":100223,"journal":{"name":"ce/papers","volume":"8 3-4","pages":"198-205"},"PeriodicalIF":0.0000,"publicationDate":"2025-09-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Risk assessment of all Swiss railway and highway bridges\",\"authors\":\"Dirk Proske,&nbsp;Ronny Standtke\",\"doi\":\"10.1002/cepa.3319\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>This paper presents the risk assessment of all bridges on the Swiss railways and Swiss highways, overall app. 14 000 bridges. In contrast to the usual approach, this study uses adjusted collapse frequencies instead of failure probabilities. The adjustments are based on statistical and AI evaluations of collapse databases and literature reviews and are carried out by factors specific to each bridge based on bridge databases. In addition, the consequence parameters for the bridges are determined specifically on the means of transport, the traffic volume, the detour route, and potential loss of life. As a result, the bridges are divided into risk categories and risk lists. Besides a short explanation of the procedure, several related topics are briefly discussed. For example, the consequences of the analysis in terms of bridge closure and further steps are also indicated. The paper is an extension of a former investigation of the Swiss railway bridges only. The paper finishes with a short discussion of open issues such as correlation either between certain adjustment factors and between certain bridges, for example during a flood.</p>\",\"PeriodicalId\":100223,\"journal\":{\"name\":\"ce/papers\",\"volume\":\"8 3-4\",\"pages\":\"198-205\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2025-09-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"ce/papers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3319\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"ce/papers","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3319","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

本文介绍了瑞士铁路和瑞士公路上所有桥梁的风险评估,总共应用了14000座桥梁。与通常的方法不同,本研究使用调整后的倒塌频率代替失效概率。调整基于坍塌数据库的统计和人工智能评估以及文献综述,并根据桥梁数据库中每个桥梁的特定因素进行调整。此外,还根据交通工具、交通量、绕行路线和潜在人员伤亡等因素确定了桥梁的后果参数。因此,将桥梁划分为风险类别和风险列表。除了对程序的简短解释外,还简要讨论了几个相关主题。例如,还指出了在桥梁合闸方面分析的后果和进一步的步骤。这篇论文是对瑞士铁路桥调查的延伸。本文最后简短地讨论了一些悬而未决的问题,如某些调整因子之间的相关性和某些桥梁之间的相关性,例如在洪水期间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Risk assessment of all Swiss railway and highway bridges

This paper presents the risk assessment of all bridges on the Swiss railways and Swiss highways, overall app. 14 000 bridges. In contrast to the usual approach, this study uses adjusted collapse frequencies instead of failure probabilities. The adjustments are based on statistical and AI evaluations of collapse databases and literature reviews and are carried out by factors specific to each bridge based on bridge databases. In addition, the consequence parameters for the bridges are determined specifically on the means of transport, the traffic volume, the detour route, and potential loss of life. As a result, the bridges are divided into risk categories and risk lists. Besides a short explanation of the procedure, several related topics are briefly discussed. For example, the consequences of the analysis in terms of bridge closure and further steps are also indicated. The paper is an extension of a former investigation of the Swiss railway bridges only. The paper finishes with a short discussion of open issues such as correlation either between certain adjustment factors and between certain bridges, for example during a flood.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信