桥梁回弹效率测量的数据包络分析

V. Lad, D. A. Patel, K. Chauhan, K. A. Patel
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引用次数: 0

摘要

桥梁的弹性是用不同的定量和定性评估方法来计算的。然而,通过这些评估方法获得的弹性评分不足以为决策者确定需要改善弹性的桥梁的优先级。为了解决这个问题,本研究开发了一种使用数据包络分析(DEA)方法的方法。在DEA模型中,共选取了12个桥梁作为决策单元。本研究以桥梁的龄期、面积、设计高洪水位、完工路面等变量为输入变量,以桥梁恢复力指数为输出变量。基于这些变量,建立了三种框架来计算桥梁的弹性效率。选择一个具有产出导向DEA公式的变量规模回报来计算所有三种框架中的桥梁弹性效率。因此,所提出的方法使桥梁业主能够根据评估方法的分数为需要改善弹性的桥梁设定优先级别。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Data Envelopment Analysis for Efficiency Measurement of Bridge Resilience
The resilience of a bridge is computed using different quantitative and qualitative assessment methodologies. However, the resilience score obtained by these assessment approaches is insufficient for the decision-makers for setting a priority level for bridges in need of resilience improvement. To address this issue, the present study develops a methodology using the data envelopment analysis (DEA) approach. A total of 12 bridges are selected as the decision-making units in the DEA model. This study considers the variables such as age, area, design high flood level, and finish road level of the bridge as inputs, and bridge resilience index as the output variable. Based on these variables, three frameworks are developed to compute the efficiency of bridge resilience. A variable return to scale with the output-oriented formulation of DEA is selected to compute the efficiency of bridge resilience in all three frameworks. Thus, the proposed methodology enables bridge owners to set a priority level for bridges in need of resilience improvement based on the scores of the assessment methodology.
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