论文部分内容阅读
应用通用有限元程序ANSYS建立了某串补用火花间隙结构的有限元计算模型,进行了地震作用下的反应谱分析,通过不同荷载组合对结构进行了抗震抗风性能分析.计算结果表明,在地震和风荷载作用下,结构满足承载力要求.本文分析方法可为火花间隙类结构的抗震抗风性能分析提供参考.
A general finite element program (ANSYS) was used to establish a finite element model of a series of complementary spark gap structures. The response spectra under earthquake action were analyzed and the seismic and wind resistance performances of the structure were analyzed by different load combinations. Earthquake and wind load, the structure meets the requirements of bearing capacity.The analysis method in this paper can provide a reference for the analysis of the anti-seismic wind performance of the spark gap structure.