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Response of piping system on friction support to bi-directional excitation

机译:管道系统对摩擦支座的双向激励响应

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摘要

Installation of friction devices between a piping system and its supporting medium is an effective way of energy dissipation in the piping systems. In this paper, seismic effectiveness of friction type support for a piping system subjected to two horizontal components of earthquake motion is investigated. The interaction between the mobilized restoring forces of the friction support is duly considered. The non-linear behavior of the restoring forces of the support is modeled as an elastic-perfectly plastic system with a very high value of initial stiffness. Such an idealization avoids keeping track of transitional rules (as required in conventional modeling of friction systems) under arbitrary dynamic loading. The frictional forces mobilized at the friction support are assumed to be dependent on the sliding velocity and instantaneous normal force acting on the support. A detailed systematic procedure for analysis of piping systems supported on friction support considering the effects of bi-directional interaction of the frictional forces is presented. The proposed procedure is validated by comparing the analytical seismic responses of a spatial piping system supported on a friction support with the corresponding experimental results. The responses of the piping system and the frictional forces of the support are observed to be in close agreement with the experimental results validating the proposed analysis procedure. It was also observed that the friction supports are very effective in reducing the seismic response of piping systems. In order to investigate the effects of bi-directional interaction of the frictional forces, the seismic responses of the piping system are compared by considering and ignoring the interaction under few narrow-band and broad-band (real earthquake) ground motions. The bi-directional interaction of the frictional forces has significant effects on the response of piping system and should be included in the analysis of piping systems supported on friction supports. Further, it was also observed that the velocity dependence of the friction coefficient does not have noticeable effects on the peak responses of the piping system.
机译:在管路系统及其支撑介质之间安装摩擦装置是管路系统中能量消散的有效方法。本文研究了在地震运动的两个水平分量作用下的管道系统摩擦型支座的抗震效果。适当考虑了摩擦支撑的动员恢复力之间的相互作用。支撑件恢复力的非线性行为被建模为具有非常高的初始刚度值的弹性完美塑性系统。这种理想化避免了在任意动态载荷下跟踪过渡规则(如摩擦系统的常规建模所要求的)。假定在摩擦支撑件上移动的摩擦力取决于滑动速度和作用在支撑件上的瞬时法向力。提出了一种详细的系统程序,用于分析考虑了摩擦力双向相互作用的摩擦支撑支撑管道系统。通过将支撑在摩擦支架上的空间管道系统的分析地震响应与相应的实验结果进行比较,验证了所提出的程序。观察到管道系统的响应和支座的摩擦力与验证所提出的分析程序的实验结果非常吻合。还观察到,摩擦支撑件在减少管道系统的地震响应方面非常有效。为了研究摩擦力的双向相互作用的影响,通过考虑并忽略在少数窄带和宽带(真实地震)地震动下的相互作用,比较了管道系统的地震响应。摩擦力的双向相互作用对管道系统的响应有重大影响,应包括在摩擦支座上的管道系统的分析中。此外,还观察到摩擦系数的速度依赖性对管道系统的峰值响应没有明显的影响。

著录项

  • 来源
    《Nuclear Engineering and Design》 |2007年第2期|p.124-136|共13页
  • 作者单位

    Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076, India;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 原子能技术;
  • 关键词

  • 入库时间 2022-08-18 00:46:09

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