Cyclic response of a precast composite hollow reinforced concrete column using longitudinal rebars and base plate

被引：12

作者：

Cha, Kyung-Ryul ^{[1
,2
]}

Seo, Jihye ^{[3
]}

Kim, Seungjun ^{[4
]}

Kang, Young-Jong ^{[1
]}

Won, Deokhee ^{[3
]}

机构：

[1] Korea Univ, Dept Architectural Civil & Environm Engn, Seoul, South Korea

[2] Hyundai Engn & Construct Co Ltd, Seoul, South Korea

[3] Korea Inst Ocean Sci & Technol, Coastal Disaster Prevent Res Ctr, 787 Haeanro, Ansan 15627, South Korea

[4] Daejeon Univ, Dept Construct Safety & Disaster Prevent Engn, Daejeon, South Korea

来源：

STRUCTURAL CONCRETE | 2018年 / 19卷 / 03期

基金：

新加坡国家研究基金会;

关键词：

cast-in-place; composite; connection; experimental study; precast column; SEISMIC PERFORMANCE; SEGMENTAL BRIDGES; BEHAVIOR; STRENGTH; SYSTEM; TUBE;

D O I：

10.1002/suco.201700044

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this research, the precast segmental construction of composite hollow reinforced concrete (RC) columns was studied. The precast segmental construction of composite hollow RC column requires guidelines for the connections between the bent cap and column segment, connections between column segmental joints, and connections between column segment and footing. The connection methods for different precast composite hollow RC piers were experimentally studied for rational resistance against shear force and bending moments. Two types of precast composite hollow RC columns and cast-in-place column were studied in this paper. The performance of these columns was evaluated through experiments. The precast column erected with a base-plate connection exhibited a performance similar to the cast-in-place column.

引用

页码：758 / 770

页数：13

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