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Seismic retrofitting of a historic building by using an isolation system with a weak restoring force

机译:用弱恢复力的隔离系统抗震改造

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摘要

Historic buildings and cultural relics are valuable and must be preserved carefully. However, such structures may be destroyed during earthquakes owing to the deterioration of their structural performance over time. Therefore, retrofitting protection measures must be adopted. The typical structural style of ancient buildings in China and East Asia involves timber structures. Due to the diversity of the construction environment, the site conditions of such buildings are often unfavorable. Moreover, several important cultural relics in historic buildings exhibit low integrity, and therefore the primary structure must not be influenced during retrofitting. To overcome these problems, this paper proposes the use of an isolation system with a weak restoring force and post-earthquake recentering capacity. The proposed isolation system consists of elastic sliding bearings, laminated rubber bearings, viscous dampers and jack reaction joints. To better isolate lightweight structures under soft soil conditions, the stiffness of the isolation layer must be designed to have a low value, and therefore, the self-recentering ability cannot be realized. Thus, in this work, jack reaction joints were used to recenter the structure after a rare earthquake. Moreover, a performance index was introduced that is suitable for the seismic isolation protection of typical East Asian historic buildings. The proposed isolation system was applied to a famous historic timber building in Shanghai, namely, the Yufo temple, to improve the seismic performance of the translocated structure and nonstructural members. The underpinning system of translocation facilitates the use of the isolation system. The analysis results indicate that the proposed isolation method can help improve the performance of the structure involving both historic buildings and cultural relics and that the superstructure remains unaffected by the reinforcement measures. In addition, this approach can provide guidance for the protection of other cultural historical buildings that have different styles.
机译:历史建筑和文物是有价值的,必须仔细保存。然而,由于它们随着时间的推移它们的结构性能恶化,因此可以在地震期间破坏这种结构。因此,必须采取改造保护措施。中国和东亚古建筑的典型结构风格涉及木材结构。由于施工环境的多样性,这种建筑物的现场条件往往是不利的。此外,历史建筑中的几个重要文物表现出低完整性,因此在改造过程中绝不能影响主要结构。为了克服这些问题,本文提出了使用具有弱恢复力和后地震的隔离系统。所提出的隔离系统包括弹性滑动轴承,层压橡胶轴承,粘性阻尼器和千斤顶反应接头。为了更好地在软土条件下隔离轻质结构,必须设计隔离层的刚度以具有低值,因此,不能实现自我反光的能力。因此,在这项工作中,千斤顶反应接头用于垂直于稀有地震后的结构。此外,介绍了一种适用于典型东亚历史建筑的地震隔离保护的性能指标。该拟议的隔离系统应用于上海市着名的历史木材建筑,即玉福寺庙,提高易位结构和非结构构件的地震性能。易位的支撑系统有助于使用隔离系统。分析结果表明,所提出的隔离方法有助于提高历史建筑和文物涉及涉及历史建筑和文物的结构的性能,并且上层建筑仍未受到加强措施的影响。此外,这种方法可以为保护具有不同风格的其他文化历史建筑提供指导。

著录项

  • 来源
    《Soil Dynamics and Earthquake Engineering》 |2021年第9期|106836.1-106836.17|共17页
  • 作者单位

    Tongji Univ State Key Lab Disaster Reduct Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ State Key Lab Disaster Reduct Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ State Key Lab Disaster Reduct Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ State Key Lab Disaster Reduct Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ State Key Lab Disaster Reduct Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Historic building; Seismic retrofitting; Base isolation; Timber structure; Nonstructural member; Translocation underpinning system;

    机译:历史建筑;地震改造;基础隔离;木结构;非结构构件;易位构建系统;

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