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An innovative framework for probabilistic-based structural assessment with an application to existing reinforced concrete structures

机译:基于概率的结构评估的创新框架及其在现有钢筋混凝土结构中的应用

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摘要

A novel framework for probabilistic-based structural assessment of existing structures, which combines model identification and reliability assessment procedures, considering in an objective way different sources of uncertainty, is presented in this paper. A short description of structural assessment applications, provided in literature, is initially given. Then, the developed model identification procedure, supported in a robust optimization algorithm, is presented. Special attention is given to both experimental and numerical errors, to be considered in this algorithm convergence criterion. An updated numerical model is obtained from this process. The reliability assessment procedure, which considers a probabilistic model for the structure in analysis, is then introduced, incorporating the results of the model identification procedure. The developed model is then updated, as new data is acquired, through a Bayesian inference algorithm, explicitly addressing statistical uncertainty. Finally, the developed framework is validated with a set of reinforced concrete beams, which were loaded up to failure in laboratory. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文提出了一种基于概率的现有结构结构评估的新颖框架,该模型结合了模型识别和可靠性评估程序,并客观地考虑了不确定性的不同来源。首先给出了文献中提供的结构评估应用的简短描述。然后,提出了在鲁棒优化算法的支持下开发的模型识别过程。在算法收敛准则中要特别注意实验误差和数值误差。从该过程中获得更新的数值模型。然后引入可靠性评估程序,该程序考虑了分析中结构的概率模型,并结合了模型识别程序的结果。当获取新数据时,通过贝叶斯推理算法更新开发的模型,明确解决统计不确定性。最后,使用一组钢筋混凝土梁对开发的框架进行了验证,这些梁被加载到实验室失败。 (C)2016 Elsevier Ltd.保留所有权利。

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