不同计算方法下板柱节点的受力性能分析  

Analysis of the mechanical behavior of slab-column connections by different calculation methods

作　　者：张俊华 Zhang Junhua(School of Civil Engineering Transportation, South China University of Technology, Guangzhou 510640, China)

机构地区：[1]华南理工大学土木与交通学院,广东广州510640

出　　处：《山西建筑》2019年第3期46-47,共2页Shanxi Architecture

摘　　要：近年来不少板柱结构形式的地下车库发生连续坍塌破坏,板柱结构的受力性能和设计方法亟需进一步研究和完善。分别用等代框架法和盈建科中的有限单元法对一典型的板柱结构进行受力分析和对比,并根据分析结果对构造措施提出了建议。In recent years,many underground garages with slab and column structures have been destroyed by continuous collapse. In this paper,the equivalent frame method and finite element method in Yingjianke are respectively used to analyze and compare the stress of a typical plate and column structure,and some suggestions on the construction measures are proposed based on the analysis results.

关 键 词：板柱结构 等代框架法 抗冲切性能 

分 类 号：TU311[建筑科学—结构工程]