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:2025-11-14
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Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections
“In the field of steel-concrete composite structures, experts have proposed a new design method for grout anchored square steel tube concrete splicing columns, and its superior seismic performance and application potential have been verified through experiments.”
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