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A Comparative Test Study on the Seismic Damage Sustained by Frame-Core Tube Structures

机译:框架-核心筒结构承受地震破坏的对比试验研究

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摘要

The overall damage sustained by a structure can be controlled in the current damage-based seismic design, but the rationality of the relationship among the damage states of the components in the structure and the influences of those states on the overall seismic performance of the structure are currently ignored. In response to this problem, a comparative test was performed in this paper to study the seismic damage performances of two frame-core tube structure models, namely, an optimization model designed through the optimization of the component damage states to achieve the relationship among those damage states proposed in this paper and a normative model designed through the seismic design method based on Chinese codes. By comparing the experimental data of these two models, the relationship among the component damage states was discussed comprehensively, and the influences of those states on the overall seismic performance of the frame-core tube structure were analyzed. The proposed relationship among the component damage states in the optimization model can effectively limit the development of overall damage and improve the internal force response of the structure.
机译:在当前基于损伤的抗震设计中,可以控制结构所承受的整体损伤,但是结构中构件的损伤状态之间的关系以及这些状态对结构整体抗震性能的影响的合理性是合理的目前被忽略。针对这一问题,本文进行了对比试验,研究了两种框架-核心筒结构模型的地震破坏性能,即通过对构件破坏状态进行优化以达到各破坏之间的关系而设计的优化模型。本文提出的状态和通过基于中文规范的抗震设计方法设计的规范模型。通过比较这两种模型的实验数据,全面讨论了构件损伤状态之间的关系,并分析了这些状态对框架-核心筒结构整体抗震性能的影响。在优化模型中提出的构件损伤状态之间的关系可以有效地限制整体损伤的发展,并改善结构的内力响应。

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  • 来源
    《Advances in civil engineering》 |2019年第3期|3202959.1-3202959.19|共19页
  • 作者

    Li Zuohua; Chen Liang; Teng Jun;

  • 作者单位

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

    Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China;

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  • 正文语种 eng
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