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[11]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.
[12]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.
[13]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.
[14]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.
[15]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.
[16]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.
[17]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.
[18]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.
[19]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.
[20]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.
total42 2/5
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