1、Hu X., Xue W, and Qi D. Experimental studies on precast post-tensioned concrete connections with composite beams and multi-storey precast columns. Magazine of Concrete Research, 2020, 72(24): 1260-1275.

2、Weichen Xue, Xinlei Yang, Xiang Hu. Full‐scale tests of precast concrete beam‐column connections with composite T‐beams and cast‐in‐place columns subjected to cyclic loading. Structural Concrete, 2020, 21(1):169-183.

3、Xue W, Li Y, Fu K, Hu X, Li Y. Accelerated ageing test and durability prediction model for mechanical properties of GFRP connectors in precast concrete sandwich panels. Construction and Building Materials, 2020, 237: 117632.

4、Xue W, Hu X, Yang Y. Full-scale tests on composite concrete T-beams subjected to cyclic and monotonic loading. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2019; 172(9): 671-684.

5、WC Xue, Y Li, L Cai, and X Hu. Seismic Performance of Precast Concrete Composite Shear Walls with Multiple Boundary Elements. Journal of Earthquake and Tsunami, 2019, 13(SI): 1940006.

6、Xue W, Hu X. Seismic performance of a four-story two-bay high-performance concrete frame under low reversed cyclic loading. KSCE JOURNAL OF CIVIL ENGINEERING, 2017; 21(7): 2707-2716.

7、Xue WC, Wang XH, Hu X, Zheng RG. Mechanical Behaviors of High Performance Concrete Beams Prestressed with CFRP Strands. Journal of Residuals Science & Technology, 2016; 13: S129-S134.

8、薛伟辰, 胡翔. 预制混凝土框架结构体系研究进展. 同济大学学报(自然科学版), 2020, 48(09): 1241-1255.

9、廖显东, 胡翔, 张士前, 薛伟辰. 后张预应力预制混凝土框架中节点受力性能数值模拟分析. 西南交通大学学报, 2020, 55(6): 1287-1296.

10、薛伟辰,胡翔.预制混凝土剪力墙结构体系研究进展[J].建筑结构学报,2019,40(02):44-55.

11、薛伟辰,李亚,蔡磊,胡翔.双面叠合混凝土剪力墙平面内和平面外抗震性能研究[J].工程力学,2018,35(5):47-53+142.

12、薛伟辰,褚明晓,刘亚男,胡翔.高轴压比下新型预制混凝土剪力墙抗震性能[J].哈尔滨工程大学学报,2018,39(3):452-460.

13、张雷,代领杰,胡翔,薛伟辰.组合封闭箍筋混凝土叠合梁受扭性能试验[J].哈尔滨工程大学学报,2017,38(11):1745-1750.

14、廖显东,胡翔,马荣全,苗冬梅,薛伟辰.高轴压比装配整体式预应力混凝土框架中节点抗震性能试验研究[J].建筑结构学报,2016,37(10):82-89.

15、薛伟辰,古徐莉,胡翔,栗新.螺栓连接装配整体式混凝土剪力墙低周反复试验研究[J].土木工程学报,2014,47(S2):221-226.

16、胡翔,薛伟辰.预制预应力综合管廊受力性能试验研究[J].土木工程学报,2010,43(05):29-37.