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Risk-Informed Requirements for Design and Assessment of Structures Under Temporary Use

机译:临时使用结构的设计和评估的风险提示要求

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摘要

The relatively high failure rates, with important consequences in many cases, suggest that the implicitly acceptable risk levels corresponding to temporary civil engineering structures and activities might exceed the bounds of normally acceptable levels associated with different societal activities. Among other reasons, this may be attributed to the lack of a rational approach for the assessment of risks associated with the different technologies supporting these activities in general, and for structures in particular. There is a need for establishing appropriate target reliability levels for structures under temporary use taking into account specific circumstances such as reduced risk exposure times. This issue is being addressed in this article. Acceptance criteria for building-structure-related risks to persons obtained in prior studies are adapted to the special circumstances of nonpermanent risk exposure. Thereby, the general principle followed is to maintain the same risk levels per time unit as for permanently occupied buildings. The adaptation is based on the statistical annual fatality rate, a life safety risk metric that allows for a consistent comparison of risks across different societal activities and technologies. It is shown that the target reliability indices taking account of the temporary use of buildings might be significantly higher than the values suggested for permanently used structures.
机译:相对较高的故障率,在许多情况下会产生重要后果,表明与临时土木工程结构和活动相对应的隐性可接受的风险水平可能会超出与不同社会活动相关的正常可接受水平的范围。除其他原因外,这可能是由于缺乏一种合理的方法来评估与支持这些活动的不同技术相关的风险,特别是针对结构的风险。需要考虑到诸如减少风险暴露时间之类的特殊情况,为临时使用的建筑物确定适当的目标可靠性等级。本文将解决此问题。在先前研究中获得的与建筑结构相关的人员风险的接受标准适用于非永久性风险暴露的特殊情况。因此,遵循的一般原则是保持与永久性占用建筑物相同的每时间单位风险水平。改编基于统计的年度死亡率,这是一种生命安全风险度量标准,可以对不同社会活动和技术之间的风险进行一致的比较。结果表明,考虑到建筑物的临时使用的目标可靠性指标可能会大大高于建议的永久使用结构的值。

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