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Safety Factors for Assessment of Existing Structures

机译:评估现有结构的安全系数

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摘要

Current structural codes have been developed mainly for new design and are not efficient for assessment because of significant differences between these situations. One of the main differences is the possibility to update information about an existing structure. This paper proposes a way in which updating can be taken into account when developing code safety formats (partial factor and load and resistance factor design). Updating information about individual structural properties such as material strengths by carrying out on-site inspections is discussed. Uncertainties associated with on-site testing including ''model'' uncertainty are considered and a method for treating these uncertainties in the context of the partial factor format is described. Results indicate that ''model'' uncertainty may have a significant effect on partial factors. Furthermore, we consider updating information about the resistance of the whole structure by proof load testing or by taking into account the previous safe performance of a structure. Results show that to increase the resistance reduction factor, the level of proof load needs to be high, resulting in a rather high risk of failure during the test. Satisfactory past performance does not have any noticeable effect on resistance factor, but it does have a more significant effect on probability of failure.
机译:目前的结构规范主要是为新设计而制定的,由于这些情况之间存在显着差异,因此无法有效地进行评估。主要区别之一是可以更新有关现有结构的信息。本文提出了一种在开发代码安全格式(部分因子以及负载和电阻因子设计)时可以考虑更新的方法。讨论了通过进行现场检查来更新有关单个结构特性(例如材料强度)的信息。考虑了与现场测试相关的不确定性,包括“模型”不确定性,并描述了在部分因子格式的背景下处理这些不确定性的方法。结果表明,“模型”不确定性可能对部分因子产生显著影响。此外,我们考虑通过验证负载测试或考虑结构以前的安全性能来更新有关整个结构阻力的信息。结果表明,为了提高电阻折减系数,需要有较高的耐压负载水平,导致试验过程中的失效风险相当高。令人满意的过去表现对阻力系数没有任何明显的影响,但对故障概率的影响确实更大。

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