摘要
航站楼地处抗震设防烈度为8度的云南省昆明市,距离小江断裂带仅有12 km之遥,属于上柔下刚体系,其刚度沿水平和竖向分布都不均匀。主要针对昆明新机场航站楼结构的抗震性能来进行研究,分析其破坏原因,并提出了一些建议,供设计人员参考。
The airport terminal is located in the region earthquake intensity of 8 degrees in Kunming city,which is only 9 km away from Xiaojiang fault zoon.The structure of terminal is upper flexible and lower rigid,the distribution of horizontal and vertical stiffness both are uneven.The anti-seismic performance of New Kunming airport terminal is analyzed to find out the cause of damage.This paper also proposes some advises for referring.
引文
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