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钢筋混凝土框架柱的抗震性能
引用本文:陈家夔.钢筋混凝土框架柱的抗震性能[J].西南交通大学学报,1990(2):23-32.
作者姓名:陈家夔
摘    要:本文根据97根钢筋混凝土框架柱在低周反复荷载作用下的试验研究,将其破坏形态分为弯曲型、粘结型及剪切型三大类。主要对其强度和延性进行了分析和讨论,并提出了相应的计算公式以及构造措施。

关 键 词:弯曲  粘结  剪切  强度  延性  高层建筑  钢筋混凝土框架柱  抗震性能

Seismic Behaviour of Columns in Reinforced Concrete Frames
Chen Jiakui.Seismic Behaviour of Columns in Reinforced Concrete Frames[J].Journal of Southwest Jiaotong University,1990(2):23-32.
Authors:Chen Jiakui
Institution:Chen Jiakui
Abstract:Based on the test results of 97 columns in reinforced concrete frames under cyclic loadings, this paper classifies the failure modes into three types--flexure type, bond type and shear type. Analysing the strength and the ductility of the columns, for- mulas for their calculation and the detailing of the columns are suggested.
Keywords:flexure  bond  shear  strength  ductility  
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