摘要
从工程施工、设计中常见的质量问题分析入手,着重讨论了异形阳台边梁的受力性能,并提出了解决该问题的办法,即采用本人设计的钢筋砼受弯、剪、扭构件配筋实用计算程序。
This paper analyzes the quality problems in the project construction and designing process and emphasizes the capacity of stress endurance of the abnormal balcony's edge beams. The author also proposes a solution to the problem that is adopting the practical computation program method of bending, trimming and twisting the components of concrete.
出处
《茂名学院学报》
2007年第3期80-83,共4页
Journal of Maoming College
关键词
异形阳台边梁
边梁设计
受力性能
abnormal balcony edge beam
design of edge beam
capacity of stress endurance