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Life-cycle seismic loss estimation and global sensitivity analysis basedon stochastic ground motion modeling

机译:基于随机地震动建模的生命周期地震损失估计和整体敏感性分析

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摘要

The assessment of seismic losses for structural systems through adoption of stochastic ground motion models for characterization of the seismic hazard is the focus of this study. An assembly-based vulnerability methodology is adopted for earthquake loss estimation that uses the nonlinear time-history response of the structure under a given excitation to estimate damages in a detailed, component level. Description of the earthquake acceleration time-history through stochastic ground motion models is considered in this context. The parameters of these models are connected to the regional seismicity characteristics (such as moment magnitude and rupture distance) through predictive relationships. Description of the uncertainty for these characteristics and for the predictive relationships, by appropriate probability distributions, leads then to quantification of the life-cycle seismic losses by its expected value. Because of the complexity of the adopted models, estimation of this expected value through stochastic simulation is suggested and techniques for improvement of computational efficiency are discussed. An innovative global sensitivity analysis is also reviewed, based on advanced stochastic sampling concepts. This analysis aims to identify the importance of each of the uncertain parameters, within the seismic hazard description, towards the overall seismic risk (life-cycle cost). The benefits in terms of detailed, versatile description of seismic risk and the computational challenges of the overall simulation-based, probabilistic framework are extensively discussed. The methodology is illustrated through application to a four-storey moment-frame concrete building for estimation of life-cycle repair cost. Emphasis is placed on the results from the sensitivity analysis for investigating the impact on the estimated repair cost of the ground motion model characteristics and of the fragility features of the different assemblies.
机译:本研究的重点是通过采用随机地震动模型来表征地震灾害,从而评估结构系统的地震损失。采用基于装配的脆弱性方法进行地震损失估算,该方法使用结构在给定激励下的非线性时程响应来估算详细的组件级别的破坏。在这种情况下,考虑通过随机地震动模型描述地震加速度的时间历史。这些模型的参数通过预测关系与区域地震活动特征(例如弯矩大小和破裂距离)相关。通过适当的概率分布来描述这些特征和预测关系的不确定性,然后可以通过其预期值对生命周期地震损失进行量化。由于所采用模型的复杂性,建议通过随机模拟对该期望值进行估计,并讨论提高计算效率的技术。还基于先进的随机抽样概念,对创新的全球敏感性分析进行了回顾。该分析旨在确定地震危险描述中每个不确定参数对整体地震风险(生命周期成本)的重要性。在详细,通用的地震风险描述以及基于模拟的整体概率框架的计算挑战方面,收益得到了广泛讨论。通过将其应用于四层矩框架混凝土建筑中来估算该方法的生命周期维修成本,从而说明了该方法。重点放在敏感性分析的结果上,以调查地面运动模型特征和不同组件的易损性特征对估计维修成本的影响。

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