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Structural design for earthquake resilience: Info-gap management of uncertainty

机译:抗震结构设计:不确定性的信息缺口管理

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Resilience in recovery of critical functionality, after severe adverse events such as earthquakes, is a key concept in design of structures and infrastructures. We discuss three distinct challenges: the inherent uncertainty of the system, exogenous uncertainty of loads on the system, and vulnerability of the putative system to adverse events. We develop an info-gap robust-satisficing approach for managing these challenges. We illustrate the method with seismic examples comparing relatively flexible base-isolated structures against stiffer seismic resistant structures. These examples illustrate that the preference between these designs, based on their robustness against uncertainty, depends on the performance requirement. The potential for reversal of preference between competing designs is quantified by intersection between the info-gap robustness curves of those designs. We prove a proposition asserting conditions under which the robustness curves for two different designs will cross one another, entailing the potential for reversal of preference between the two designs. The resulting robust-satisficing design decision may differ both from performance-optimization, in which the design that is predicted to have better performance will be chosen, and from the min-max design. (C) 2017 Elsevier Ltd. All rights reserved.
机译:在发生严重不良事件(例如地震)后,恢复关键功能的能力是结构和基础结构设计中的关键概念。我们讨论了三个不同的挑战:系统固有的不确定性,系统负载的外生不确定性以及假定系统对不良事件的脆弱性。我们开发了一种信息缺口健壮的方法来应对这些挑战。我们用地震实例说明了该方法,该实例将相对柔性的基础隔离结构与较硬的抗震结构进行了比较。这些示例说明,基于对不确定性的鲁棒性,这些设计之间的偏好取决于性能要求。竞争性设计之间偏好逆转的可能性通过这些设计的信息缺口鲁棒性曲线之间的交点来量化。我们证明了一个命题断言条件,在此条件下,两种不同设计的稳健性曲线将相互交叉,这可能会使两种设计之间的偏好发生逆转。最终的鲁棒性令人满意的设计决策可能与性能优化(从中选择预计具有更好性能的设计)以及最小/最大设计不同。 (C)2017 Elsevier Ltd.保留所有权利。

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