摘要
对曲率微分方程进行积分 ,建立部分剪力连接钢—混凝土简支组合梁考虑滑移效应的变形精确计算方法 ,得出部分剪力连接简支组合梁的变形与剪力连接程度系数之间的关系与规律 ,公式简单。
This paper integrated the differential equation of curvature,established a precise method to predict the deflection of simply supported steel-concrete composite beams with partial shear connection,found out the relationship and laws between the deflection of beams and the shear connection degree coefficients.The proposed general formulas are simple and practical.
出处
《吉林建筑工程学院学报》
CAS
2002年第3期29-31,共3页
Journal of Jilin Architectural and Civil Engineering
基金
淮阴工学院科研资助项目 ( 0 0 14 )
淮阴工学院青年骨干教师科研资助项目 ( 0 111)
关键词
部分剪力连接
钢-混凝土简支组合梁
变形
积分法
partial shear connection
simply supported steel-concrete composite beam
deflection
interating method
