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Stochastic characterization and decision bases under time-dependent aftershock risk in performance-based earthquake engineering.

机译:基于性能的地震工程中时变余震风险下的随机特征和决策基础。

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This thesis addresses the broad role of aftershocks in the Performance-based Earthquake Engineering (PBEE) process. This is an area which has, to date, not received careful scrutiny nor explicit quantitative analysis.; I begin by introducing Aftershock Probabilistic Seismic Hazard Analysis (APSHA). APSHA, similar to conventional mainshock PSHA, is a procedure to characterize the time-varying aftershock ground motion hazard at a site. I next show a methodology to quantify, in probabilistic terms, the multi-damage-state capacity of buildings in different post-mainshock damage states. A time-dependent building "tagging" policy (permitting or restricting occupancy) is then developed based on the quantification of life-safety threat in the aftershock environment using the probability of collapse as a proxy for fatality risk.; I also develop formal stochastic financial life-cycle cost models in both the post- and pre-mainshock environment. I include both transition and disruption costs in our model. Transition costs can be attributed to one-time financial losses due to structural and nonstructural damage to the building, and can also include the costs of evacuation of the occupants of a building. Disruption costs can be attributed to the downtime and limited functionality of the damaged building. I begin with the traditional Poisson model for temporally homogeneous mainshocks and extend it to nonhomogeneous aftershocks. Further, the model is generalized to include renewal processes for modeling mainshock occurrences and Markov-chain descriptions of the damage states of a building. The analysis procedures are non-homogeneous Markov and semi-Markov decision analysis and stochastic dynamic programming.; Finally, I introduce a decision analytic framework under improving states of information for both the post- and pre-mainshock environment. I emphasize the role of information in potentially improving our decision-making capability. Decision bases include the expected life-cycle cost and rate of collapse in the aftershock environment. I also introduce the concept of the value of information to determine if obtaining more information is financially desirable, which can potentially improve the quality of the decision.
机译:本文讨论了余震在基于性能的地震工程(PBEE)过程中的广泛作用。迄今为止,这一领域尚未得到认真的审查或明确的定量分析。我首先介绍余震概率地震危险性分析(APSHA)。与传统的主震PSHA类似,APSHA是一种程序,用于表征现场时变余震地面运动的危害。接下来,我将展示一种以概率的方式量化在不同的主震后破坏状态下建筑物的多破坏状态容量的方法。然后,基于余震环境中生命安全威胁的量化,使用坍塌的可能性作为死亡风险的代表,制定了与时间有关的建筑物“标记”策略(允许或限制占用)。我还在震后和震后环境中开发了正式的随机财务生命周期成本模型。我在模型中同时包含了过渡和中断成本。过渡成本可以归因于建筑物的结构性和非结构性损坏造成的一次性财务损失,还可以包括疏散建筑物占用者的费用。中断成本可以归因于停机时间和受损建筑物的功能受限。我从用于时间均一主震的传统泊松模型开始,然后将其扩展到非均质余震。此外,该模型被概括为包括用于对主震发生进行建模的更新过程以及建筑物损坏状态的马尔可夫链描述。分析过程是非齐次马尔可夫和半马尔可夫决策分析以及随机动态规划。最后,我介绍了一个决策分析框架,该框架在改善主震后和震后环境的信息状态下。我强调信息在潜在地提高我们的决策能力中的作用。决策依据包括预期的生命周期成本和余震环境下的崩溃率。我还介绍了信息价值的概念,以确定获取更多信息是否在财务上是可取的,这可以潜在地提高决策的质量。

著录项

  • 作者

    Yeo, Gee Liek.;

  • 作者单位

    Stanford University.;

  • 授予单位 Stanford University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 171 p.
  • 总页数 171
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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