摘要
对实际工程中一偏心梁柱节点受剪承载力及配筋的手工计算,检验了计算机软件CRSC的计算结果。计算软件如果忽略梁柱偏心将高估框架节点强度并带来不安全结果。
The shear load-bearing capacity of a reinforced concrete eccentric beam-column joint of a real structure is calculated by hand.And the results of the joint by computer software CRSC are checked.If the eccentric between column and beams is neglected,the shear strength of the joint would be highly estimated,and will bring unsafe consequence.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期503-504,共2页
Building Structure
关键词
CRSC
偏心
梁柱节点
受剪承载力
CRSC
eccentric
beam-column joint
shear load-bearing capacity
