Damage-oriented reliability assessment of civil engineering structures

机译：土木工程结构面向损伤的可靠性评估

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Nowadays, the damage-oriented structural assessment gains an increasing role in therneveryday engineering activity. This makes quite new demands both of the theoretical developmentsrnand practical availability of the analysis tools. The present contribution proposes a rational combinationrnof the full-scale nonlinear structural analysis including damage effects with efficient probabilisticrnreliability calculations in the framework of the Response Surface Method. A time-variantrnreliability of a RC bridge column with respect to stability failure is studied numerically under fatiguernconditions. Details of the applied fatigue damage model are discussed in the companion contributionrnby Pfanner et al. (2000).

机译：如今，以损伤为导向的结构评估在日常工程活动中的作用越来越大。这对分析工具的理论发展和实际可用性提出了新的要求。本文稿提出了一种全面的非线性结构分析的合理组合，该结构包括在响应面方法框架内进行有效概率可靠性计算的损伤效应。在疲劳条件下，数值研究了钢筋混凝土桥柱相对于稳定破坏的时变可靠性。疲劳损伤模型的应用细节在Pfanner等人的同伴贡献中讨论。（2000）。

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来源
《International conference on structural safety and reliability;ICOSSAR'01》|2001年|p.1-8|共8页
会议地点 Newport Beach CA(US);Newport Beach CA(US)
作者
Y.S. Petryna; W.B. Kr?tzig;
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作者单位

Institute of Reinforced and Prestressed Concrete Structures, Ruhr-University, Bochum, Germany;

Institute for Statics and Dynamics, Ruhr-University, Bochum, Germany;

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会议组织
原文格式 PDF
正文语种 eng
中图分类工程力学;结构稳定理论;
关键词
reinforced concrete; fatigue; damage; reliability; nonlinear analysis;

机译：钢筋混凝土；疲劳；损伤；可靠性；非线性分析;

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Damage-oriented reliability assessment of civil engineering structures

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