基于简化模型的管道系统地震反应分析方法

M. Sakai, Ryuya Shimazu, S. Matsuura, I. Tamura
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引用次数: 1

摘要

在管道系统地震反应分析中,采用基于基准分析建立的分析方法指南[1]-[4]进行有限元分析。然而,由于有限元分析需要耗费大量的精力,因此需要一种简化的方法来分析复杂管道系统的地震反应。在本研究中,我们提出了一种可以考虑复杂管道系统主模态的低自由度等效弹簧-质量系统模型的简化方法。利用该低自由度弹簧质量系统模型进行了简化地震评价,并与有限元分析进行了对比,验证了反应评价的准确性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Simplified Seismic Response Analysis Method Using Reduced Model of Piping System
In the seismic response analysis of piping systems, finite element analysis is performed with analysis method guidelines [1]–[4] established based on benchmark analysis. However, since it takes a great deal of effort to carry out finite element analysis, a simplified method to analyze the seismic response of complex piping systems is required. In this research, we propose a method to reduce an equivalent spring-mass system model with low degrees of freedom, which can take into account the main mode of the complicated piping system. Simplified seismic evaluation is carried out using this spring mass system model with low degrees of freedom, and the accuracy of response evaluation is confirmed by comparison with finite element analysis.
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