异形截面钢筋砼双向偏心受压柱正截面极限承载能力简析  

Analysis on Strength of Special-Shaped R.C. Columns Subjected to Baxially Eccentric Loading

作　　者：何培玲[1] 

机构地区：[1]河北建筑工程学院建筑工程系

出　　处：《河北建筑工程学院学报》1999年第1期49-53,共5页Journal of Hebei Institute of Architecture and Civil Engineering

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.

关 键 词：异形截面 荷载角 轴压比 

分 类 号：TU375[建筑科学—结构工程]