The collapse frequency and failure probability of retaining structures

IF 4.6 Q2 MATERIALS SCIENCE, BIOMATERIALS
D. Proske, Christof Hofmann
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引用次数: 0

Abstract

In this contribution observed median collapse frequencies and calculated median failure probabilities of retaining structures are compared. Such comparisons have already been carried out for bridges, dams, tunnels, buildings, stadiums, and wind turbines. The comparison is carried out as a meta-analysis using values from the literature. Furthermore, collapse frequencies due to earthquakes were determined by own calculations. The comparison of median collapse frequencies and median failure probabilities of retaining structures shows a good agreement. The ratio of the median failure probability and the median collapse frequency is in the range of other engineering structures. However, the comparison with other engineering structures shows an above-average frequency of collapses. This seemingly accepted high frequency of collapse seems to be justified by the lower number of victims and lower damage costs when retaining structures fail.
挡土结构的倒塌频率和破坏概率
在这一贡献中,观察到的中位数倒塌频率和计算的中位数破坏概率进行了比较。这种比较已经在桥梁、水坝、隧道、建筑物、体育场和风力涡轮机中进行过。比较是使用文献中的值作为荟萃分析进行的。此外,地震引起的倒塌频率由自己的计算确定。挡墙结构的中位数倒塌频率和中位数破坏概率的比较结果表明,两者吻合较好。中位破坏概率与中位倒塌频率之比在其他工程结构范围内。然而,与其他工程结构相比,其倒塌频率高于平均水平。这种看似可以接受的高倒塌频率似乎是合理的,因为当挡土结构失败时,受害者人数较少,损害成本较低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
ACS Applied Bio Materials
ACS Applied Bio Materials Chemistry-Chemistry (all)
CiteScore
9.40
自引率
2.10%
发文量
464
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