正交双向密肋楼盖的结构分析方法探讨  

Study on structure analysis method of bi-directional orthogonality ribbed floor

作　　者：闫玉峰[1] 

机构地区：[1]山西省建筑科学研究院

出　　处：《山西建筑》2008年第35期100-101,共2页Shanxi Architecture

摘　　要：针对常用的有主梁和无主梁两种正交双向密肋楼盖采用PKPM系列软件进行了结构分析的计算方法探讨,并与其他算法进行了比较,为密肋楼盖的结构分析与设计工作提出了具体建议,从而推广密肋楼板的应用。According to the common bi-directional orthogonality ribbed floor with the main girder and the bi-directional orthogonality ribbed floor without the main girder, the author uses PKPM series software to study the calculation method of the structure analysis, and compares it with the other calculation method, which puts forward the concrete suggestions for the structure analysis and the design of the ribbed floor, to promote the application of the ribbed floor.

关 键 词：正交双向密肋楼盖 PKPM系列软件 结构分析 结构设计 

分 类 号：TU375[建筑科学—结构工程]