Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections
Civil Engineering|更新时间:2026-05-26
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Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections
Journal of Civil and Environmental EngineeringVol. 47, Issue 1, Pages: 152-166(2025)
作者机构:
1.重庆大学 土木工程学院,重庆 400045
2.郑州大学 水利与交通工程学院,郑州450001
3.中国电子科技集团公司第二十九研究所,成都 610036
作者简介:
ZHENG Liwen (1997- ), main research interest: steel-concrete composite structures, E-mail: 13996551467@163.com.
HU Shaowei (corresponding author), PhD, professor, doctorial supervisor, E-mail: hushaowei@zzu.edu.cn.
基金信息:
National Natural Science Foundation of China(52130901);Technological Innovation and Application Development in Chongqing(cstc2019jscx-gksbX0013);Innovation Group Science Fundation of the Natural Science Fundation of Chongqing(cstc2020jcyj-cxttX0003)
ZHENG Liwen,LI Zhi,ZHAO Liang,et al.Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections[J].Journal of Civil and Environmental Engineering,2025,47(01):152-166.
ZHENG Liwen,LI Zhi,ZHAO Liang,et al.Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections[J].Journal of Civil and Environmental Engineering,2025,47(01):152-166.DOI: 10.11835/j.issn.2096-6717.2024.002.
Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections