[1]Wang Jing-Xuan,Shen Ya-Jun,GaoShan,Wang Wen-Da.Anti-collapse performance of concrete-filled steel tubular composite frame with assembled tensile steel brace under middle column removal [J].Engineering Structures, 2022, 266: 114635(1-16). DOI:10.1016/j.engstruct.2022.114635 (TOP期刊,中科院一区/Q1, Impact factor: 5.5,WOS:000852773000002) [2]Wang Jing-Xuan,SunYan-Hao,GaoShan,Wang Wen-Da.Anti-collapse performance of concrete-filled steel tubular composite frame with RC shear walls under middle column removal [J].Journal of Building Engineering, 2023,64: 105611(1-24).DOI: 10.1016/j.jobe.2022.105611. (中科院二区/Q1, Impact factor: 6.4, WOS:001068200100001) [3]Wang Jing-Xuan,SunYan-Hao,GaoShan,Wang Wen-Da.Anti-collapse mechanism and reinforcement methods of composite frame with CFST columns and infill walls [J].Journal of Constructional Steel Research, 2023, 208: 108022(1-17), DOI:10.1016/j.jcsr.2023.108022. (中科院二区/Q1, IF: 4.1.WOS:001011050900001) [4]Wang Jing-Xuan,Wang Wen-Qi, Gao Shan.A novel composite joint with corrugated web and cover plates for simultaneously improving anti-collapse resistance and seismic behavior [J].Archives of Civil and Mechanical Engineering, 2023, 23(2):(1-25).DOI: 10.1007/s43452-023-00614-w. (中科院二区/Q1, Impact factor: 4.4, WOS:000926175000001) [5]Wang Jing-Xuan,Zhang Ning-Ning, Gao Shan.Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates [J].Journal of Constructional Steel Research, 2023, 211:108168(1-19). DOI:10.1016/j.jcsr.2023.108168. (中科院二区/Q1, IF: 4.1.WOS:001069781200001) [6]Wang Jing-Xuan, Jin Chen-Tao, Gao Shan. Anti-collapse on the fragility and sensitivity analysis of composite frame with CFST columns based on the improved Latin hypercube sampling [J]. Structures, 2024, 63, 106402(1-18). DOI: 10.1016/j.istruc.2024.106402. (SCI/中科院二区, IF: 4.1.) [7] Wang Jing-Xuan,Shen Ya-Jun,Zhou Kan,Yang Yong. Experimental and numerical study on progressive collapse of composite steel-concrete frames [J]. Steel and Composite Structures, 2024. 50(5):531-548. DOI: 10.12989/scs.2024.50.5.531 (SCI/WOS分区:Q1, Impact factor: 4.6, WOS:001200782500006) [8]Wang Jing-Xuan,Yang Yong,Xian Wei,Li Qiu-Yin. Progressive collapse mechanism analysis of concrete-filled square steel tubular column to steel beam joint with bolted-welded hybrid connection [J].International Journal of Steel Structures,2020,20(5), 1618-1635.DOI: 10.1007/s13296-020-00397-3(中科院四区/Q3,IF=1.5,WOS:000565500900001) [9]王景玄,杨永,孙衍浩.全填充墙钢管混凝土组合框架抗连续倒塌性能研究[J].土木工程学报,2022,55(8):1-13.DOI:1000-131X(2022) 08-0001-13(高质量科技期刊分级目录T1级,EI收录:20224713147243) [10]王景玄,王文琦,周侃.钢管混凝土柱-波纹腹板H形钢梁栓焊混合加腋节点抗倒塌能力研究[J].工程力学,2023,40(9):190-202. DOI: 10.6052/j.issn.1000-4750.2022.05.0423.(高质量科技期刊分级目录T1级,EI收录:20233914804740) [11]王景玄,杨永,周侃,李秋颖.角柱失效下钢管混土柱-组合梁框架抗连续倒塌能力研究[J].工程力学,2022,39(5):105-118.DOI: 10.6052/j.issn.1000-4750.2021.02.0147.(高质量科技期刊分级目录T1级,EI收录:20221912072824,入选2022年度高被引论文) |