摘要
简述了某商业综合体斜柱分析计算方法,通过对与斜柱相连的框架梁受力分析、斜柱相关范围楼板应力分析,并采取相应措施对斜柱顶、底及中间楼层与之相连的框架梁、板进行加强,以及对与斜柱相连的框架梁进行裂缝验算,结果表明斜柱的内力分析及设计是可靠的。
This paper briefly describes the analysis and calculation of the inclined column of a commercial complex.Through the stress analysis of the frame beam connected with the inclined column and the stress analysis of the floor slab in the relevant range of the inclined column,the paper takes corresponding measures to strengthen the frame beam and the slab connected with the inclined column at the top,bottom and middle floor,and the crack checking calculation of the frame beam connected with the inclined column.The results show that the internal force analysis and design of inclined column are reliable.
作者
陈卫峰
Chen Weifeng(The First Branch of Nanjing Wei New House Development Co.,Ltd.,Nanjing Jiangsu 210016,China)
出处
《山西建筑》
2023年第16期38-41,55,共5页
Shanxi Architecture
关键词
斜柱
受力分析
裂缝验算
楼板应力分析
inclined column
force analysis
crack checking calculation
floor stress analysis