合肥工业大学主页平台管理系统 Jiang Qing--Home--Paper Publications

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[21]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.
[22]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.
[23]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.
[24]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
[25]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
[26]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.
[27]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.
[28]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.
[29]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.
[30]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.

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