齐齐哈尔是地处6度抗震设防烈度地区，结合大乘寺后寺配殿的结构特点，研究了其抗震机理，根据现有相关的规范和设计准则，对后寺配殿的主要构件进行承载力验算，结果表明，后寺配殿少部分构件截面的承载力不满足抗震设防的要求，进而提出了一些后寺配殿的抗震加固建议。%Qiqihar is located 6 degree earthquake intensity area,study its seismic mechanism combined with the structure characteristics of Dacheng temple. Then calculating the bearing capacity to the main components of the hall combined with the existing relevant specification and design guidelines,the results show that the bearing capacity of a small part of components section does not meet seismic requirements,and then puts forward some opinions in view of the back temple hall in seismic strengthen aspects.
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