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Strategies for rapid seismic hazard mitigation in sustainable infrastructure systems.

机译:可持续基础设施系统中快速减轻地震危险的策略。

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The goal of this study is to design and evaluate economic and rapid seismic retrofit strategies for relatively small rehabilitation projects for steel structures consistent with the tenets of sustainable design. The need to retrofit existing structures in earthquake prone regions may arise directly from the problem of aging and deteriorating conditions, recognition of the vulnerability of existing infrastructure, from updates in seismic code requirements, or changes in building performance objectives. Traditional approaches to seismic hazard mitigation have focused reducing the failure probabilities, consequences from failures, and time to recovery. Such paradigms had been established with little regard to the impact of their rehabilitation measures on the environment and disruptions to occupants. The rapid rehabilitation strategies proposed here have sustainability benefits in terms of providing a more resilient building stock for our communities as well as minimizing environmental and economical impacts and social consequences during the rehabilitation project.;To achieve these goals, a unique approach to design supplemental systems using tension-only elements is proposed. In this design approach undesirable global and local buckling are eliminated. Two rapid rehabilitation strategies are presented. The first is a bracing system consisting of cables and a central energy dissipating device (CORE Damper). The second is a shear wall system with the combined use of thin steel plate and tension-only bracing. Analytical studies using both advanced and simplified models and proof-of-concept testing were carried out for the two devices. The results demonstrated stable, highly efficient performance of the devices under seismic load. Preliminary applications of the CORE damper to the retrofitting of a braced steel frame showed the ability of the system to minimize soft story failures.;Both techniques can be implemented within a sustainability framework, as these interventions reduce the seismic vulnerability of infrastructure, are low cost, utilize materials and fabrication processes widely available throughout the world, can be handled by unskilled labor and carried out with minimal disruptions to the environment. The approach taken in this study can provide a road map for future development of sustainability-based rehabilitation strategies.
机译:这项研究的目的是为符合可持续设计原则的钢结构较小型修复项目设计和评估经济,快速的地震改造策略。容易发生地震和老化的问题,对现有基础设施的脆弱性的认识,抗震法规要求的更新或建筑性能目标的变化,可能直接引起对地震多发地区的现有结构进行改造的需要。减轻地震危险的传统方法的重点是降低故障概率,故障后果和恢复时间。建立这种范式时很少考虑其复原措施对环境的影响以及对居住者的破坏。这里提出的快速修复策略在为我们的社区提供更具弹性的建筑存量以及在修复项目期间将对环境和经济的影响以及对社会的影响最小化方面具有可持续性的好处。为实现这些目标,采用了一种独特的方法来设计补充系统建议使用仅张力元件。在这种设计方法中,消除了不希望的整体和局部屈曲。介绍了两种快速康复策略。第一个是由电缆和中央耗能设备(核心阻尼器)组成的支撑系统。第二个是结合了薄钢板和仅抗拉支撑的剪力墙系统。对这两种设备进行了使用先进和简化模型的分析研究以及概念验证测试。结果表明,该设备在地震载荷下具有稳定,高效的性能。将CORE减震器初步应用于加固型钢框架,表明该系统具有最大程度地减少软故事故障的能力。两种技术均可在可持续性框架内实施,因为这些干预措施可降低基础设施的地震脆弱性,且成本低廉利用世界各地广泛使用的材料和制造工艺,可以由非熟练工人进行处理,并且对环境的破坏最小。本研究采用的方法可以为未来基于可持续性的康复策略的发展提供路线图。

著录项

  • 作者

    Kurata, Masahiro.;

  • 作者单位

    Georgia Institute of Technology.;

  • 授予单位 Georgia Institute of Technology.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 299 p.
  • 总页数 299
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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