Structural performance of a full-scale reinforced concrete frame strengthened by a steel grid shear wall

被引：0
|
作者：
Kim, Heecheul [1 ]
Park, Jung Woo [2 ]
Park, Jin Young [3 ]
Lee, Young Hak [1 ]
Kim, Dae-Jin [1 ]
机构：
[1] Kyung Hee Univ, Dept Architectural Engn, Yongin 446701, Kyunggi, South Korea
[2] UNISON eTech Co Ltd, R&D Ctr, Cheonan 330882, Chungnam, South Korea
[3] Korea Conform Labs, Built Environm Mat Ctr, Cheongju 363883, Chungbuk, South Korea
来源：
INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES | 2015年 / 22卷 / 03期
基金：
新加坡国家研究基金会;
关键词：
Steel grid shear wall; Energy dissipation capacity; Buckling; Ductility; SHAPE-MEMORY ALLOYS; DESIGN;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This study proposes a steel grid shear wall that can provide a sufficient lateral resistance and can be used as a seismic retrofit solution for existing buildings. An experiment is performed on reinforced concrete (RC) frames with and without the steel grid shear wall. These frame specimens are subjected to combined axial and cyclic lateral loads that are applied by using three actuators. The experimental results show that the RC frame specimen with the proposed shear wall can retain higher lateral strength and ductility than the one without the steel grid wall.
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页码：345 / 353
页数：9
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