[1]高振世,庞同和.钢筋混凝土框架单元延性和锚固钢筋粘性滑移性能的试验研究[J].东南大学学报(自然科学版),1985,15(4):53-60.[doi:10.3969/j.issn.1001-0505.1985.04.006]
 Gao Zhenshi Pang Tonghe.An Experimental Study of the Ductility and Bond Slip of Anchored Bars of the Reinforced Concrete Frames[J].Journal of Southeast University (Natural Science Edition),1985,15(4):53-60.[doi:10.3969/j.issn.1001-0505.1985.04.006]
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钢筋混凝土框架单元延性和锚固钢筋粘性滑移性能的试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
15
期数:
1985年第4期
页码:
53-60
栏目:
本刊信息
出版日期:
1985-12-20

文章信息/Info

Title:
An Experimental Study of the Ductility and Bond Slip of Anchored Bars of the Reinforced Concrete Frames
作者:
高振世庞同和
南京工学院土木工程系; 南京工学院土木工程系 讲师; 助理工程师
Author(s):
Gao Zhenshi Pang Tonghe
Department of Civil Engineering
关键词:
框架单元 钢筋混凝土框架 塑性铰 锚固钢筋 粘结滑移 截面曲率 试验研究 滑移性能 锚固长度 位移延性系数
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1985.04.006
摘要:
本文根据四榀钢筋混凝土门式刚架不变竖向加载和单调水平加载的试验结果,讨论了截面曲率廷性、框架单元位移延性和影响框架单元延性的一些因素。此外,为确定钢筋混凝土框架全过程分析的计算模型提供依据,还对锚固钢筋粘结滑移在加载过程中的增长规律进行了研究。
Abstract:
From the experimental results of four models of RC portal frames subjected to constant vertical and monotonic horizontal loading, the displacement ductility of RC frames, curvature ductility of sections and some influencing factors on the ductility of RC frames were discussed in this paper. Besides, in connection with determining the theoretical model for complete analysis of RC frames, the development of the bond slip of anchored bars in process of loading was also studied.
更新日期/Last Update: 2013-05-01