摘要
钢筋砼扁梁楼盖已广泛应用于多高层房屋．本文探讨钢筋砼扁梁在满足强度，变形及裂缝宽度条件的含筋率限值，提出用含筋率限值控制扁梁设计，最后给出扁梁的设计建议．
The reinforced concrete shallow-beam floor has been widely used in multistoried and tall buildings. This paper discusses steel-ratio limit of reinforced condrete shallow-beam under conditions of satisfying the strength, deformation limits and crack width limits; It then advances that the steel-ratio limit brings the shallow-beam design under control. Finally,some proposals on the ddeign of shllow-beam are put forward.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
1998年第6期86-90,共5页
Journal of Fuzhou University(Natural Science Edition)
关键词
扁梁
含筋率
设计
钢筋混凝土
reinforced concrete
shallow-beam
steel-ratio
design
