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Structural design under seismic risk using multiple performance objectives.

机译:使用多个性能指标的地震风险下的结构设计。

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摘要

Structural design is a decision-making process in which a wide spectrum of requirements, expectations, and concerns needs to be properly addressed. Engineering design criteria are considered together with societal and client preferences, and most of these design objectives are affected by the uncertainties surrounding a design. Therefore, realistic design frameworks must be able to handle multiple performance objectives and incorporate uncertainties from numerous sources into the process.; In this study, a multi-criteria based design framework for structural design under seismic risk is explored. The emphasis is on reliability-based performance objectives and their interaction with economic objectives. The framework has analysis, evaluation, and revision stages. In the probabilistic response analysis, seismic loading uncertainties as well as modeling uncertainties are incorporated. For evaluation, two approaches are suggested: one based on preference aggregation and the other based on socio-economics. Both implementations of the general framework are illustrated with simple but informative design examples to explore the basic features of the framework.; The first approach uses concepts similar to those found in multi-criteria decision theory, and directly combines reliability-based objectives with others. This approach is implemented in a single-stage design procedure. In the socio-economics based approach, a two-stage design procedure is recommended in which societal preferences are treated through reliability-based engineering performance measures, but emphasis is also given to economic objectives because these are especially important to the structural designer's client. A rational net asset value formulation including losses from uncertain future earthquakes is used to assess the economic performance of a design. A recently developed assembly-based vulnerability analysis is incorporated into the loss estimation.; The presented performance-based design framework allows investigation of various design issues and their impact on a structural design. It is a flexible one that readily allows incorporation of new methods and concepts in seismic hazard specification, structural analysis, and loss estimation.
机译:结构设计是一个决策过程,其中需要适当解决各种各样的需求,期望和关注点。将工程设计标准与社会和客户的偏好一起考虑,并且这些设计目标中的大多数都受到围绕设计的不确定性的影响。因此,现实的设计框架必须能够处理多个性能目标,并将来自众多来源的不确定性纳入流程。在这项研究中,探讨了基于多准则的地震风险下结构设计的设计框架。重点是基于可靠性的性能目标及其与经济目标的相互作用。该框架具有分析,评估和修订阶段。在概率响应分析中,考虑了地震载荷的不确定性以及模型的不确定性。为了进行评估,提出了两种方法:一种基于偏好汇总,另一种基于社会经济学。通用框架的两种实现都通过简单但内容丰富的设计示例进行了说明,以探索框架的基本功能。第一种方法使用与多准则决策理论中类似的概念,并将基于可靠性的目标与其他目标直接结合。这种方法是在单阶段设计过程中实现的。在基于社会经济学的方法中,建议采用两阶段的设计程序,其中通过基于可靠性的工程性能指标来处理社会偏好,但同时也要强调经济目标,因为这些对于结构设计者的客户特别重要。包括不确定的未来地震损失在内的合理净资产价值公式可用于评估设计的经济性能。最近开发的基于程序集的漏洞分析已合并到损失估计中。提出的基于性能的设计框架允许调查各种设计问题及其对结构设计的影响。它是一种灵活的方法,可以很容易地将新的方法和概念纳入地震危险性说明,结构分析和损失估算中。

著录项

  • 作者

    Irfanoglu, Ayhan.;

  • 作者单位

    California Institute of Technology.;

  • 授予单位 California Institute of Technology.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 115 p.
  • 总页数 115
  • 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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