Study on seismic performance of a two-bay two-story RCF with construction joint under low-reversed cyclic loading

被引：0
|
作者：
Yan, Xikang [1 ,2 ]
Ma, Kang [3 ]
Dong, Cheng [1 ]
Wang, Lei [1 ]
Chen, Pei [1 ]
机构：
[1] Hebei Univ Technol, Coll Civil Engn, Tianjin 300401, Peoples R China
[2] Civil Engn Technol Res Ctr, Tianjin 300401, Peoples R China
[3] Southeast Univ, Sch Civil Engn, Nanjing 210096, Peoples R China
来源：
MATERIALS PROCESSING AND MANUFACTURING III, PTS 1-4 | 2013年 / 753-755卷
关键词：
construction joints; reinforced concrete frame; seismic performance; hysteretic energy; displacement ductility; bearing capacity degeneration;
D O I：
10.4028/www.scientific.net/AMR.753-755.719
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Based on experiment of a two-bay two-story reinforced concrete frame with construction joint under low-reversed cyclic loading, hysteretic performance, displacement ductility, bearing capacity degeneration, rigidity degeneration, energy dissipation and displacement restoring capacity are studied systematically. The studies show that the frame with construction joint has not better seismic performance than the monolithic cast frame.
引用
收藏
页码：719 / +
页数：2
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