摘要
以齐齐哈尔市卜奎清真寺东寺正正殿为研究对象,结合其结构特点探讨了木结构古建筑的抗震机理。并依据现行抗震设计理论及相关规范对东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,为东寺正殿的抗震加固工作提供一定参考。
Taking tile east main hall in Bukui mosque as the research object, the aseismic mecha- nism has been elucidated according to structural features of the east main hall. Based on the modern aseismic design theory and related codes,the section hearing capacity of main structural components has been analyzed. The results indicate that the section bearing capacity meets requirement of 6 degree seis- mic fortification, and it can provide some reference for seismic strengthening work.
出处
《低温建筑技术》
2016年第2期70-73,共4页
Low Temperature Architecture Technology
关键词
东寺正殿
抗震
截面承载力
the east main hall
anti-seismic
section bearing capacity
