摘要
结合齐齐哈尔市卜奎清真寺西寺正殿的结构特点,对其抗震机理进行了探讨。并依据现行抗震设计理论及相关规范对西寺正殿主要构件的截面抗震承载力进行验算,结果表明其截面承载力满足6度抗震设防要求。
The aseismic mechanism has been elucidated according to structural features of the west main hall in bukui mosque. Based on the modern aseismic design theory and related codes, the section bearing capacity of main structural components has been analyzed. The results indicate that the section bearing capacity meets requirement of 6 degree seismic fortification.
出处
《齐齐哈尔大学学报（自然科学版）》
2016年第3期40-44,共5页
Journal of Qiqihar University(Natural Science Edition)
关键词
西寺正殿
抗震
截面承载力
the west main hall
anti-seismic
section bearing capacit
