摘要
根据13根C60级高强砼框架柱在低周反复荷载下的试验结果,对其抗震性能进行了研究,建议了水平荷载-位移滞回曲线的计算方法,并对高强砼框架柱的设计提出了有关建议。
Based on the experimental results of thirteen specimens of C60 high-strength concrete frame columns under low-cyclic loading, the earthquake resistance behavior of these columns have been investigated. The lateral load-displacement hysteresis loop model and some design suggestions of this type of columns have been proposed.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1992年第4期41-48,共8页
Journal of Building Structures
