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[2] 李艳艳¹;李泽高²;李强³. 配置600MPa钢筋有粘结部分预应力混凝土梁抗弯性能研究. 建筑结构, 2017, 47 6, 50-54.

[3] 李艳艳¹;苏恒博²;张学辉³. 钢骨增强异形柱框架节点受力性能及有限元分析. 世界地震工程, 2017, 33 1, 144-150.

[4] 李艳艳¹;李明炀²;苏恒博². 高强钢筋高韧性混凝土框架中节点抗震性能试验研究. 土木建筑与环境工程, 2017, 39 1, 86-92.

[5] Li, Yanyan;Li, Xiaoqing;Su, Hengbo. Experimental analysis of bond-anchorage properties between 600 MPa high strength reinforcement and concrete. Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, 2017, 39 2, 19-25.

[6] Li, Yanyan;Su, Hengbo;Zhang, Xuehui. Mechanical behavior and finite element analysis of special-shaped column frame joints with steel bar reinforcement. World Earthquake Engineering, 2017, 33 1, 144-150.

[7] Li, Yanyan;Li, Mingyang;Su, Hengbo. Experimental analysis of seismic behavior of interior joints with high-strength reinforcement and high-toughness concrete. Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, 2017, 39 1, 86-92.

[8] 李明炀. X配筋增强混凝土异形柱框架中节点抗震性能研究. , 2017, 李艳艳, .

[9] 张玮天. 十字形截面钢-混凝土组合异形柱抗震性能试验研究. , 2017, 李艳艳, .

[10] 苏恒博. 高强钢筋高韧性混凝土增强的框架中节点抗震性能试验研究及有限元分析. , 2016, 李艳艳, .