摘要
本文对钢-混凝土组合梁附加挠度的影响因素进行了分析和讨论,在文献[1]的基础上提出了考虑滑移效应和部分剪力连接组合梁挠度计算的一般公式,并且与试验结果吻合良好。
Analysis and discussion are conducted on the influence factors on the addition- al deflection of composite steel-concrete beams.On the basis of the work com- pleted in reference[1],a general formula,which is in good agreement with test re- sults,is proposed for predicting the deflection of composite beams.
出处
《哈尔滨建筑大学学报》
1993年第S1期243-247,共5页
Journal of Harbin University of Civil Engineering and Architecture
基金
河南省科技攻关项目
关键词
钢-混凝土组合梁
挠度
滑移效应
剪力连接程度
composite steel-concrete beams
deflection
effect of slip and shear connection extent
