摘要
介绍了过渡层楼板的特点,采用ANSYS软件对不同过渡层板厚结构方案的底部两层框架-抗震墙砖房结构地震反应进行分析,通过对层位移的分析和比较得到一些相关结论,供工程设计参考。
The transition floor are introduced and the effect of transition floor on earthquake response of masonry building with two stories frame and shear wall at the bottom was discussed by ANSYS.Based on the analysis and comparison of the storey displacement,some design proposals are obtained for references in the design of engineering.
引文
[1]赵根立,谢孝忠,邓良伟.底部框架—抗震墙砖房过渡层楼板厚度探讨[J].四川建筑,1995,15(3):32~34.
[2]沈朝勇,金建敏.底部框架砖房试验研究及理论分析[J].国外建材科技,2005,26(3):87~89.
[3]赵品北,叶献国.底部两层框架-抗震墙结构的结构方案与抗震性能[J].安徽建筑工业学院学报(自然科学版),2007,15(1):38~41.
[4]GB 50011-2001.建筑抗震设计规程[S].