摘要
对 Ｌ形截面框架柱受剪性能进行了试验研究。提出了极限受剪承载力计算公式和用于工程 设计的受剪承载力建议设计公式，计算值与试验结果吻合较好。
On the basis of the experimental study on shear properties of L-shaped section columns, the shear strength formulas, in which the moment ratio and shear-span ratio were considered, and a suggested designing fomula for shear strength of L-shaped section columns are given. Comparing the computational results using the suggested designing formula with the testing formula, satisfactory agreement is obtained.
出处
《建筑结构》
CSCD
北大核心
1999年第1期31-34,30,共5页
Building Structure
关键词
框架柱
受剪性能
弯矩比
L形截面
试验
frame column
shear property
L-shaped section
moment ratio
shear-span ratio
