摘要
在对各种异形截面(L、T、十、方形)试验研究和大量理论计算的基础上,对异形截面钢筋砼双向偏心受压柱受荷载角、砼强度等级,配筋率、截面形状、轴压比等的影响进行了正截面极限承载力的分析。
This paper based on the experimental and theoretical research of R.C. columns with special-shape subjected to baxially eccentric loading, strength of effect factors, such as: cross-seation shape, steelratio, strength grade of concrete, axial compression ratio, and angle of loading direction are analyzed.
出处
《河北建筑工程学院学报》
CAS
1999年第1期49-53,共5页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
异形截面
荷载角
轴压比
cross-seation shape
angle of loading
axial compression ratio