摘要
本文对阳台侧面砌体按计入剪切变形的Timoshenko梁考虑,对于阳台梁、板则按通常的悬挑梁考虑,在此基础上根据两根梁协同工作的条件,提出确定砌体自重传递给平台梁、板产生的荷载计算方法,这种方法对于大量的民用建筑结构设计具有普遍的应用价值。
A calculating method of the loads for the balcony cantilever beam caused by the gravity of side walls is presented in the paper. Ths side walls of the balcony are considered as Timoshenko beams in accordance with the balcony beam. The method has a referring value for the most of civil engineering structural design.
出处
《吉林建筑工程学院学报》
CAS
1999年第4期17-20,60,共5页
Journal of Jilin Architectural and Civil Engineering