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PROBLEMS AND PROSPECTS OF STRUCTURAL ROBUSTNESS ANALYSIS

机译:结构稳健性分析的问题与前景

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Structural robustness is of great significance to hazard mitigation and risk control. Considerable attempts have been made in this field through the last few decades; however, valid methods of robustness analysis remain unreached. The present paper first reviews and discusses the critical issues concerning robustness analysis, in which the emphasis is placed on the essentials of the conception of robustness, the relationship between a structure and its surroundings (i.e. structure-environment interaction), and robustness evaluation. It is argued herein that structural robustness highlights locally damaged states and, therefore, it does not directly reflect the load-bearing capacity, stiffness, redundancy, or reliability of a structure in its pristine/pre-damaged state. Moreover, it shows that besides time-variant effects covered by customary analysis envelope, robustness analysis should consider the time-variant effect of structural form itself, and the conversion of the role of certain components which may arise during failure propagation. Finally, the application of structural robustness in hazard mitigation, especially in multihazard mitigation, is stressed.
机译:结构的稳健性对减轻危害和控制风险具有重要意义。在过去的几十年中,在该领域已经进行了许多尝试。但是,仍然没有有效的鲁棒性分析方法。本文首先回顾并讨论了与稳健性分析有关的关键问题,其中重点放在稳健性概念,结构与其周围环境之间的关系(即结构与环境的相互作用)以及稳健性评估的要点上。本文认为,结构坚固性突出了局部损坏的状态,因此,它不直接反映原始状态/预损坏状态下结构的承载能力,刚度,冗余度或可靠性。此外,它表明,除了常规分析包络所涵盖的时变效应之外,鲁棒性分析还应考虑结构形式本身的时变效应,以及在故障传播过程中可能出现的某些组件的作用转换。最后,强调了结构鲁棒性在减灾中的应用,特别是在多灾减灾中的应用。

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