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[31]Jiang Qing，Wang Hanqin,Chong Xun，Shaking table model test and FE analysis of a reinforced concrete mega-frame structure with tuned mass dampers.[J:The Structural Design of Tall and Special Buildings,2014,23(18):1426-1442.
[32]Jiang Qing，王韶颖,fengyulong，底部设置BRB自复位剪力墙抗震性能和韧性试验研究.[J:工程力学,2021,38(10):173-180.
[33]Jiang Qing，陈明,Chong Xun，GFRP拉结件预制混凝土夹心保温外墙板的数值模拟和组合性能分析.[J:合肥工业大学学报(自然科学版),2021,44(10):1363-1369.
[34]Jiang Qing，范永龙,fengyulong，带拼缝的全预制混凝土空心楼板抗弯性能计算比较.[J:建筑结构,2021,51(S2):1203-1208.
[35]Chong Xun，李一松,Jiang Qing，某塔楼玻璃幕墙结构模型试验研究及有限元分析.[J:建筑结构,2021,51(03):71-76.
[36]Chong Xun，陈子星,Jiang Qing，螺栓连接装配式混凝土剪力墙抗震性能研究.[J:工业建筑,2022,1-13
[37]王瀚钦，Chong Xun,Jiang Qing，钢框架-预制混凝土剪力墙混合结构受力性能和经济性分析.[J:建筑结构,2021,51(S1):1026-1032..
[38]Jiang Qing，姚华庭,Chong Xun，含减振子结构的巨型框架结构模型振动台试验研究.[J:建筑结构学报,2021,42(07):12-19.
[39]Jiang Qing，王啸威,fengyulong，含屈曲约束支撑铰支墙抗震有限元分析:合肥工业大学学报(自然科学版),2021,44(07):933-941+997.
[40]Jiang Qing，王瀚钦,fengyulong，设置屈曲约束柱的摇摆钢框架结构抗震性能研究.[J:建筑结构学报,2021,42(12):35-42.
total57 4/6
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