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Application of Probabilistic Robustness Framework: Risk Assessment of Multi-Storey Buildings under Extreme Loading

机译:概率鲁棒性框架的应用:极限荷载下多层建筑物的风险评估

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摘要

Risk assessment is a requirement for robustness design of high consequence class structures, yet very little guidance is offered in practice for performing this type of assessment. This paper demonstrates the application of the probabilistic risk assessment framework arising from COST Action TU0601 to multi-storey buildings subject to extr eme loading. A brief outline of the probabilistic framework is first provided, including the main requirements of describi ng uncertainty in the hazards and the associated local damage as wel l as the consequences of global failure. From a practical application perspectiv e, it is emphasised that there is a need for (a) computationally efficient deterministic models of global failure for specific local damage scenarios, and (b) effective probabilistic simulation methods that can establish the conditional probability of global failure on local damage. In this respect, this work utilises a recently developed multi-level deterministic assessment framework for multi-storey buildings subject to sudden column loss, which is coupled with a response surface approach utilising firstorder reliability methods to establish the conditional probability of failure. The application of the proposed approach is illustrated to a multi- storey steelcomposite building, where it is demonstrated that probabilistic risk assessment is a practical prospe ct. The paper concludes with a critical appraisal of probabilistic risk assessment, highlighting areas of future improvement.
机译:风险评估是高后果类结构的鲁棒性设计的要求,但是在实践中很少提供有关进行此类评估的指导。本文演示了COST行动TU0601产生的概率风险评估框架在多层建筑中的应用。首先提供了概率框架的简要概述,包括描述危害的不确定性和相关的局部破坏(如全局故障的后果)的主要要求。从实际应用的角度出发,强调需要(a)针对特定局部破坏场景的全局失效的计算有效的确定性模型,以及(b)可以在以下条件下建立全局失效的条件概率的有效概率模拟方法:局部损坏。在这方面,这项工作利用了最近开发的多层建筑物的多层确定性评估框架,该框架对遭受突然的柱损失的多层建筑物进行了评估,并结合了采用一阶可靠性方法的响应面方法来确定条件性失效概率。说明了该方法在多层钢结构建筑中的应用,并证明了概率风险评估是一种实用的方法。本文以概率风险评估的关键评估作为结束,重点介绍了未来需要改进的领域。

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