代表性研究成果
[1]郭彦林,童精中,姜子钦.波形腹板钢结构设计原理与应用[M].科学出版社, 2015.
[2]Jiang ZQ, Chen ML, Yang ZS, et al. Cyclic loading tests of self-centering prestressed prefabricated steel beam-column joint with weakened FCP [J]. Engineering Structures. 2022, 252: 113578.
[3]Jiang ZQ, Yang XF, Zhang AL, et al. Design theory of earthquake-resilient prefabricated column foot joint with lateral force-resisting energy-consuming device [J]. Journal of Constructional Steel Research. 2022, 198:107439.
[4]Jiang ZQ, Yan T, Zhang AL, et al. Experimental research on special steel frame with stiffened double steel plate shear wall [J]. Journal of Constructional Steel Research. 2022, 189:107067.
[5]Zhang AL, Li XY,Jiang ZQ*, et al. Experimental study of earthquake-resilient prefabricated composite joint with T-shape connector [J]. Journal of Constructional Steel Research. 2021, 184: 106831.
[6]Jiang ZQ, Yang XF, Dou C, et al. Design theory of earthquake-resilient prefabricated beam-column steel joint with double flange cover plates [J]. Engineering Structures. 2020, 209: 110005.
[7]Jiang ZQ, Dou C, Zhang H, et al. Experimental study of earthquake-resilient prefabricated beam-column steel joint with L-shaped plate [J].Journal of Constructional Steel Research. 2020, 166: 105928.
[8]Zhang AL, Zhang H,Jiang ZQ*, et al. Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms [J].Journal of Constructional Steel Research. 2020, 164: 105771.
[9]Zhang AL, Qiu P, Guo K,Jiang ZQ*, et al. Experimental study of earthquake-resilient end-plate type prefabricated steel frame beam-column joint [J]. Journal of Constructional Steel Research. 2020, 166: 105927.
[10]Jiang ZQ, Niu ZY, Zhang AL, et al. Experimental study of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint [J].Thin-Walled Structures. 2019, 144: 106306.
[11]Jiang ZQ, Dou C, Zhang AL, et al. Experimental study on earthquake-resilient prefabricated cross joints with L-shaped plates [J].Engineering Structures. 2019, 184: 74-84.
[12]Jiang ZQ, Yang XF, Dou C, et al. Cyclic testing of replaceable damper: Earthquake-resilient prefabricated column-flange beam-column joint [J]. Engineering Structures. 2019, 183: 922-936.
[13]Zhang AL, Wang Q,Jiang ZQ*, et al. Experimental study of earthquake-resilient prefabricated steel beam-column joints with different connection forms [J]. Engineering Structures. 2019, 187: 299-313.
[14]Jiang ZQ, Dou C, Guo YL, et al. Theoretical study on design methods for pinned assembled BRB with flat core [J]. Engineering Structures. 2017, 133: 1-13.
[15]Zhang AL, Li SH,Jiang ZQ*, et al. Design theory of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint [J]. Engineering Structures. 2017, 150: 665-673.
[16]Jiang ZQ, Dou C, Guo YL, et al.End detailing experimental study of the pinned double-rectangular tube assembled buckling-restrained brace [J].Journal of Constructional Steel Research. 2017, 133: 334-344.
[17]Jiang ZQ, Guo YL, Zhang BH, et al. Influence of design parameters of buckling-restrained brace on its performance [J].Journal of Constructional Steel Research. 2015, 105: 139-150.
[18]姜子钦,杨晓峰,张爱林,等.可恢复功能装配式中柱节点耗能装置试验研究[J].建筑结构学报. 2020. 41(01): 10-18. (EI)
[19]姜子钦,郭彦林,等.双矩管装配式防屈曲支撑螺栓设计理论研究[J].工程力学.2016(03):55-64. (EI)
[20]姜子钦,郭彦林,等.双矩管装配式防屈曲支撑设计理论研究[J].工程力学.2015(06):41-51. (EI)
[21]郭彦林,姜子钦*,等.双矩管装配式防屈曲支撑约束刚度取值研究[J].工程力学. 2015(04):22-32. (EI)