[1]郭子雄,吕西林.高轴压比框架柱抗震性能试验研究[J].华侨大学学报(自然科学版),1999,20(3):258-263.[doi:10.11830/ISSN.1000-5013.1999.03.0258]
　Guo Zixiong,Lu Xilin.Antiseismic Performance Test of RC Framed Column with High Axial Compression Ratio[J].Journal of Huaqiao University(Natural Science),1999,20(3):258-263.[doi:10.11830/ISSN.1000-5013.1999.03.0258]
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高轴压比框架柱抗震性能试验研究()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第20卷
期数:
1999年第3期
页码:
258-263
栏目:
出版日期:
1999-07-20

文章信息/Info

Title:
Antiseismic Performance Test of RC Framed Column with High Axial Compression Ratio
作者:
郭子雄; 吕西林
华侨大学土木工程系; 同济大学土木工程学院
Author(s):
Guo Zixiong;  Lu Xilin
关键词:
钢筋混凝土;  框架柱;  滞回特性;  变形特征
Keywords:
steel reinforced concrete;  framed column;  cyclic loading;  hysteresis characteristic;  deformation characteristic
分类号:
TU375.03
DOI:
10.11830/ISSN.1000-5013.1999.03.0258
摘要:
在低周反复荷载作用下,进行7个1/3缩比钢筋混凝土框架柱试件的试验.重点研究在高轴压比下,常规钢筋混凝土框架柱的抗震性能,以及轴压比变化对框架柱滞回特性影响.研究结果表明,当设计轴压比达到0.9时,即使是具有良好的配筋构造,钢筋混凝土框架柱屈服后也将体现出较为明显的强度及刚度退化.对试件总体变形,塑性铰区域的弯曲变形、剪切变形,以及纵向钢筋在节点区的滑移量等局部变形成分进行试验测量.在对其结果进行统计分析和简化计算的基础上,研究塑性铰区域的各种局部形成所产生的侧移,及在其常规框架柱的总侧移中所占的比例和规
Abstract:
By way of tests carrying out on 7 test specimens of framed column under subnormal frequency cyclic loading,a study is devoted to the antiseismic performance of framed column with high compresion ratio and also to the effect of axial compression ratio on t

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备注/Memo

备注/Memo:
福建省自然科学基金
更新日期/Last Update: 2014-03-22