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Experimental investigation of the seismic performance of flexible pipes for seismically isolated buildings

机译:柔性管抗震隔离建筑地震性能的实验研究

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摘要

The seismic performance of flexible pipes significantly affects the resilience of seismically isolated buildings after an earthquake. However, the unqualified design or installation of flexible pipes is a critical issue in China and may also be observed in other countries due to the lack of corresponding design code. To investigate the performance of flexible pipes, 27 metal flexible pipes (MFPs) and 24 rubber flexible pipes (RFPs) with an expected deformation capacity of 400 mm were tested. The schemes recommended by the code and used previously in real engineering practices are compared comprehensively for two types of flexible pipes. The effects of critical parameters (i.e., the nominal inner diameter, installation length, and design length) on the damage evolution mode, deformation capacity, and failure mode are investigated. The test results indicate that 1) for previous MFPs designed with an installation length, two damage states are experienced, and the rupture of the outer net results in failure before 400 mm. However, water leakage is not observed owing to the strong deformation capacity of the inner bellows. 2) The cap of seismic performance of the previous MFPs considering maximum manufacturing redundancy is identified. Such an MFP with the smallest diameter ruptured before 400 mm, while a pull-out with a maximum length of 4 mm of the outer net is observed for other MFPs, and the function is generally well. 3) For previous RFPs, two damage states are experienced before 400 mm, but water leakage is observed along with rupture. A better deformation capacity is achieved for the RFP with a smaller diameter and longer design length. 4) Regarding the MFP and RFP designed according to the code, they can completely perform well under 30 cycles of 400 mm and function well after an earthquake. The research outcome can provide an important reference for the vulnerability research and seismic design of flexible pipes in seismically isolated buildings.
机译:柔性管的地震性能显着影响地震后地震隔离建筑物的弹性。然而,不合格的设计或安装灵活管道是中国的一个关键问题,也可能由于缺乏相应的设计代码而在其他国家中观察到。研究柔性管的性能,测试了27个金属柔性管(MFP)和24个橡胶柔性管(RFP),预期的变形容量为400mm。守则和先前在实际工程实践中推荐的这些方案可以全面地进行两种类型的柔性管。研究了临界参数(即,标称内径,安装长度和设计长度)对损伤演化模式,变形容量和故障模式的影响。测试结果表明,对于使用安装长度设计的先前MFP,经历了两种损坏状态,并且外部网的破裂导致在400 mm之前发生故障。然而,由于内波纹管的强变形容量,未观察到漏水。 2)考虑最大制造冗余的先前MFP的地震性能帽的帽。这种MFP具有最小的直径在400mm之前破裂,而对于其他MFP,观察到具有最大长度的外网的最大长度的拉出,并且该功能通常很好。 3)对于先前的RFP,在400毫米之前经历了两种损伤状态,但随着破裂,观察到漏水。对于具有较小直径和更长的设计长度的RFP,实现了更好的变形能力。 4)关于根据代码设计的MFP和RFP,它们可以在30毫米的30个周期下完全执行良好,并且在地震发生后功能良好。研究结果可以为地震孤立建筑物的脆弱性研究和柔性管道抗震设计提供重要参考。

著录项

  • 来源
    《Engineering Structures 》 |2020年第1期| 111132.1-111132.13| 共13页
  • 作者单位

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China|Southeast Univ Sch Civil Engn Nanjing Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China|Southeast Univ Sch Civil Engn Nanjing Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China;

    Beijing Univ Civil Engn & Architecture Sch Civil & Transportat Engn Beijing 100044 Peoples R China;

  • 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

    Metal flexible pipes; Rubber flexible pipes; Deformation capacity; Damage evolution; Failure mode;

    机译:金属柔性管;橡胶柔性管;变形容量;损坏进化;失败模式;

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