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Design of dissipative and elastic high-strength exoskeleton solutions for sustainable seismic upgrades of existing RC buildings

机译:现有RC建筑的可持续地震升级耗散和弹性高强度外骨骼解决方案设计

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摘要

Almost 40% of the European building stock is in need of major energy, structural, and architectural upgrades and is responsible for a significant impact on the environment. Recent research has thus highlighted the need for a new sustainable approach for upgrading existing buildings which are technically sound while fostering safety and environmental, social, and economic sustainability.In this paper, a new method for the design of alternative solutions for a sustainable seismic upgrade of existing RC buildings is proposed. New principles for the design of sustainable and feasible structural solutions are first defined and translated into qualitative criteria and quantitative design target demand parameters to be used in a first pre-screening of possible interventions and in a following multi-objective Performance Based Design (PBD) method. A 4-step procedure for the design of alternative dissipative and high-strength exoskeletons is then presented, which enables the design of solutions leading to equivalent seismic performances of the retrofitted buildings. The proposed method is finally applied to a typical post-WWII RC building, and merits and shortcomings of dissipative and high-strength solutions are discussed. It is found that the proposed approach is capable of enforcing sustainability-driven criteria effectively for all the proposed solutions.
机译:近40%的欧洲建筑股票需要重大能源,结构和建筑升级,并对对环境的重大影响负责。因此,最近的研究强调了需要一种新的可持续发展方法,以升级技术声音的现有建筑,同时促进安全和环境,社会和经济可持续性。本文,一种新的可持续地震升级解决方案设计方法提出了现有的RC建筑物。首先将可持续和可行结构解决方案设计的新原则定义并转化为定性标准和定量设计目标需求参数,以便在可能的干预措施的第一次预先筛选中以及在以下基于多目标性能的设计(PBD)中使用方法。然后介绍了设计替代耗散和高强度外骨骼的4步骤,这使得能够设计导致改装建筑物的等同地震性能的解决方案。该方法最终应用于典型的WWII RC建筑,并讨论了耗散和高强度解决方案的优点和缺点。结果发现,该方法能够为所有提出的解决方案有效地执行可持续性驱动的标准。

著录项

  • 来源
    《Engineering Structures 》 |2020年第15期| 111057.1-111057.23| 共23页
  • 作者单位

    Univ Bergamo Dept Engn & Appl Sci DISA Wale Marconi 5 I-24044 Dalmine BG Italy;

    Kinet Risk 1235 Bay St Suite 1004 Toronto ON M5R 3K4 Canada;

    Univ Toronto Dept Civil Engn Toronto ON M5S 1A4 Canada;

    Univ Bergamo Dept Engn & Appl Sci DISA Wale Marconi 5 I-24044 Dalmine BG Italy;

    Univ Bergamo Dept Engn & Appl Sci DISA Wale Marconi 5 I-24044 Dalmine BG Italy;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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