[1]丁红岩,杜闯,张浦阳.新型预制管混凝土柱抗震性能试验[J].哈尔滨工程大学学报,2017,38(04):538-544.[doi:10.11990/jheu.201512011]
 DING Hongyan,DU Chuang,ZHANG Puyang.Experimental investigation of seismic behavior of new concrete-filled precast tubular column[J].hebgcdxxb,2017,38(04):538-544.[doi:10.11990/jheu.201512011]
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新型预制管混凝土柱抗震性能试验(/HTML)
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《哈尔滨工程大学学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
38
期数:
2017年04期
页码:
538-544
栏目:
出版日期:
2017-04-25

文章信息/Info

Title:
Experimental investigation of seismic behavior of new concrete-filled precast tubular column
作者:
丁红岩1 杜闯12 张浦阳1
1. 天津大学 建筑工程学院, 天津 300072;
2. 河北工业大学 土木工程学院, 天津 300072
Author(s):
DING Hongyan1 DU Chuang12 ZHANG Puyang1
1. School of Civil Engineering, Tianjin University, Tianjin 300072, China;
2. College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China
关键词:
预制管混凝土柱抗震性能钢筋混凝土柱试验研究承载力变形滞回曲线骨架曲线
分类号:
TU317.1
DOI:
10.11990/jheu.201512011
文献标志码:
A
摘要:
采用预制管代替钢管混凝土柱中的钢管形成一种新型的预制管混凝土柱。为了研究新型预制管混凝土柱抗震性能,制作了1根预制管混凝土柱和1根对比的钢筋混凝土柱,研究二者在低周往复荷载作用下的破坏过程、滞回曲线、骨架曲线、承载力、变形及延性。结果表明:预制管混凝土柱和钢筋混凝土柱破坏模式都为弯剪破坏;预制管混凝土柱滞回曲线呈现梭形,曲线饱满,具有良好的耗能能力;预制管混凝土柱的承载力、延性系数和弹塑性层间位移角比相应的钢筋混凝土柱都大,等效粘滞阻尼系数钢筋混凝土柱略大于预制管混凝土柱。新型预制混凝土柱具有钢筋混凝土柱的抗震性能,能够满足抗震要求。

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2015-12-3。
基金项目:国家自然科学基金项目(51379142);河北省科技厅基金项目(15275802)
作者简介:丁红岩(1963-),男,教授,博士生导师;杜闯(1976-),男,讲师,博士.
通讯作者:杜闯,E-mail:duch_1@sina.com.
更新日期/Last Update: 2017-05-09