RESEARCH ARTICLE


Experimental Study on Seismic Performance of Reinforced Concrete Frame Columns Supported with Post-build Wing Walls



Yang Fan, Wang Ying*
Key Lab of Structures Dynamic Behavior and Control of the Ministry Education, Harbin Institute of Technology, Harbin 150090, P.R. China


Article Metrics

CrossRef Citations:
1
Total Statistics:

Full-Text HTML Views: 539
Abstract HTML Views: 289
PDF Downloads: 154
ePub Downloads: 194
Total Views/Downloads: 1176
Unique Statistics:

Full-Text HTML Views: 386
Abstract HTML Views: 221
PDF Downloads: 136
ePub Downloads: 177
Total Views/Downloads: 920



Creative Commons License
© Fan and Ying; Licensee Bentham Open

open-access license: This is an open access article licensed under the terms of the Creative Commons Attribution-Non-Commercial 4.0 International Public License (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/legalcode), which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.

* Address correspondence to this author at Key Lab of Structures Dynamic Behavior and Control of the Ministry Education, Harbin Institute of Technology, Harbin 150090, P.R. China; Tel/Fax: +86-13503652615; E-mail: wangying888@hit.edu.cn


Abstract

Six specimens of concrete frame columns reinforced by post-build wing walls on the opposite faces were designed and fabricated to investigate their seismic performance. Axial compression ratio was considered as the critical factor and divided into 0.31, 0.36, and 0.40 before reinforcement. HRB400 steel grade was used to the longitudinal bar and the ratio of longitudinal reinforcement divided into 1.23%, 1.05% and 0.82%, stirrup reinforcement ratio was 0.6%, and the stirrups were made by HPB300 steel grade. To meet with requirement of ‘strong shear, weak bending’, the ratio of the shear span to effective depth of columns was equal to 2.4. All specimens were subjected into cyclic reversing load. The testing results showed that wing walls reinforced significantly increased the seismic bearing capacity of the specimens and the wing walls damaged seriously, but the columns were not. The limited drift was ranged from 0.021 to 0.033. The post-build wing walls under horizontal motion may dissipate energy effectively while ensuring that the existing columns without obvious damage under vertical loads and earthquake strong motion.

Keywords: Anti-seismic reinforcement, Axial compression ratio, Concrete frame column, Energy consumption, Post-build wing wall.