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[1]Qing Jiang，Xuan Dianchun，Chong Xun，Seismic performance of RC interior wide beam-column joints.[J:Structures,2023,48):373-389.
[2]Jiang Qing，Wang Hanqin，Feng Yulong，Analysis and experimental testing of a self-centering controlled rocking wall with buckling-restrained braces at base.[J:Engineering Structures,2022,269(10):114843.
[3]Jiang Qing，Wang Hanqin，Feng Yulong, et al.，Out-of-plane flexural performance of concrete composite wide flat beam with hollow-core slabs.[J:Structures,2022,41(7):629-642.
[4]Jiang Qing，Zhou Yating，Feng Yulong，Experimental study and numerical simulation of a reinforced concrete hinged wall with BRBs at the base.[J:Journal of Building Engineering,2022,49,112372
[5]Feng Yulong，Wen Hao，Jiang Qing*，Experimental and numerical investigations of beam-to-column joints with a double-core buckling-restrained connector.[J:Journal of Building Engineering,2022,104225
[6]Jiang Qing，Wang Hanqin，Feng Yulong，Analytical and experimental studies on a two-level yielding rocking steel frame with buckling-restrained columns (TYRSFB).[J:Engineering Structures,2021,235(5):112008.
[7]Jiang Qing，Shen Jie，Chong Xun，Experimental and numerical studies on the seismic performance of superimposed reinforced concrete shear walls with insulation.[J:Engineering Structures,2021,240(8):112372.
[8]Jiang Qing，Wang Hanqin，Feng Yulong，Evaluating the influences of connection forms on the cyclic performance of RSFBs.[J:Soil Dynamics and Earthquake Engineering,2021,143(3):106598.
[9]Jiang Qing，Liu Yibo，Feng Yulong，Cyclic testing of earthquake-resilient steel joints with a replaceable buckling-restrained link.[J:Journal of Earthquake Engineering,2021
[10]Jiang Qing，Wang Hanqin，Chong Xun，Flexural behavior of high-strength, steel-reinforced, and prestressed concrete beams.[J:Frontiers of Structural and Civil Engineering,2021,15,227-243
total42 1/5
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