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[21]Jiang Qing,Wang Hanqin,Feng Yulong,Experimental and numerical studies of a controlled rocking steel frame with buckling-restrained column.[J:Structures,2020,24):690-704.
[22]Jiang Qing,Zhang Kun,Feng Yulong,Out of plane flexural behavior of full precast concrete hollow core slabs with lateral joints.[J:Structural Concrete,2020(5):2433–2451.
[23]Feng Yulong,Zhu Yi,Jiang Qing*,Quasi-static and fatigue testing of earthquake-resilient steel joints with replaceable buckling-restrained links.[J:Structures,2021,29):1998-2016.
[24]Jiang Qing,Wang Hanqin,Chong Xun,Shaking table model test of a mega-frame with a vibration control substructure.[J:The Structural Design of Tall and Special Buildings,2020,29(10):e1742.
[25]Huang Junqi,Chong Xun,Jiang Qing*,Structural performance and section optimization of precast concrete sandwich panels with pin-type GFRP connectors:Advances in Structural Engineering,2021,24(11):2351-2363.
[26]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.
[27]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.
[28]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.
[29]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.
[30]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.
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