Study on the Axial Load Response of RC Columns Confined by CTRC Subjected to Dry-Wet Cycles-Reference-Cited by-同舟云学术

Study on the Axial Load Response of RC Columns Confined by CTRC Subjected to Dry-Wet Cycles

Published:2023-03-07 Issue:3 Volume:21 Page:107-122
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Zhang Qin¹,Zheng Nai-Hao¹,Li Wen-Jie²,Gu Xiang-Lin³,Liu Rong-Hao⁴

Affiliation:

1. College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China.

2. China Communications Construction Company Ltd, Beijing 100088, China.

3. Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji University, Shanghai 200092, China.

4. Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/21/3/21_107/_pdf

Reference40 articles.

1. 1) Alatawna, A., Nahum, L., Sripada, R., Birenboim, M., Regev, O. and Peled, A., (2022). “Textile-reinforced mortar: Durability in salty environment.” Cement and Concrete Composites, 130, 104534.

2. 2) Al-Gemeel, A. N., Zhuge, Y. and Youssf, O., (2019). “Experimental investigation of basalt textile reinforced engineered cementitious composite under apparent hoop tensile loading.” Journal of Building Engineering, 23, 270-279.

3. 3) Charles, F., (1920). “Manual of reinforced concrete.” London: Constable & Company Ltd.

4. 4) Corbi, O., Baratta, A., Corbi, I., Tropeano, F. and Liccardo, E., (2021). “ Design issues for smart seismic isolation of structures: Past and recent research.” Sustainable Structures, 1(1), 000001.

5. 5) Cusson, D. and Paultre, P., (1994). “High-strength concrete columns confined by rectangular ties.” Journal of Structural Engineering, 120(3), 783-804.