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Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America

机译:中美洲建筑物因地震造成的结构破坏的概率评估

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This paper provides an approach to conduct a probabilistic assessment of structural damage due to seismic events with an application to typical building structures in mid-America. The developed methodology includes modified damage state classifications based on the Applied Technology Council (ATC)-13 and ATC-38 damage states and the ATC-38 database of building damage. Damage factors are assigned to each damage state to quantify structural damage as a percentage of structural replacement cost. To account for the inherent uncertainties, these factors are expressed as random variables with a Beta distribution. A set of fragility curves, quantifying the structural vulnerability of a building, is mapped onto the developed methodology to determine the expected structural damage. The total structural damage factor for a given seismic intensity is then calculated using a probabilistic approach. Prediction and confidence bands are also constructed to account for the prevailing uncertainties. The expected seismic structural damage is assessed for three types of building structures in the mid-American region using the developed methodology. In addition, a sensitivity analysis for the probabilistic parameters is conducted. The developed methodology provides a transparent procedure where the structural damage factors can be updated as additional seismic damage data becomes available.
机译:本文提供了一种方法来对由于地震事件引起的结构破坏进行概率评估,并将其应用于美国中部的典型建筑结构。所开发的方法包括基于应用技术委员会(ATC)-13和ATC-38损坏状态以及建筑物损坏的ATC-38数据库的修改后的损坏状态分类。将损坏因子分配给每个损坏状态,以量化结构损坏占结构更换成本的百分比。为了解决固有的不确定性,这些因素表示为具有Beta分布的随机变量。一组脆弱性曲线(量化建筑物的结构脆弱性)被映射到已开发的方法上,以确定预期的结构破坏。然后使用概率方法计算给定地震强度下的总结构破坏因子。还构建了预测和置信带,以解决当前的不确定性。使用开发的方法,评估了中美洲地区三种建筑结构的预期地震结构破坏。另外,对概率参数进行敏感性分析。所开发的方法提供了一种透明的程序,其中结构损伤因子可以随着其他地震损伤数据的获得而更新。

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