Cyclic Loading Tests of Slab-Wall Connections Using Removable Rail Mechanical Splices

被引：0
|
作者：
Chun, Sung-Chul [1 ]
Baek, Jang-Woon [2 ]
Kang, Thomas H-K [3 ,4 ]
Kim, Mun Gil [1 ]
机构：
[1] Incheon Natl Univ, Div Architecture & Urban Design, Incheon, South Korea
[2] Korea Mil Acad, Dept Civil Engn & Environm Sci, Seoul, South Korea
[3] Seoul Natl Univ, Struct Engn, Seoul, South Korea
[4] Seoul Natl Univ, Engn Educ Innovat Ctr, Seoul, South Korea
来源：
ACI STRUCTURAL JOURNAL | 2020年 / 117卷 / 03期
关键词：
coupler; cyclic loading; mechanical splice; slab-wall connection; splice of reinforcing bars;
D O I：
10.14359/51723505
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Despite various uses of slab-wall connections, studies considering deformation capacity are limited. Cyclic loading tests were performed as part of this study on removable rail mechanical splices. For comparison, connections without splices were also tested. Tests conducted indicated that connections using rail mechanical splices showed flexural behavior comparable to monolithic connections and other mechanical spliced connections. Energy dissipation capacity was achieved and acceptance criteria per ACI 374 satisfied in regard to strength, stiffness, and energy dissipation.
引用
收藏
页码：155 / 167
页数：13
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