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Weichen Xue, Xiaohui Wang, Shulu Zhang. Bond properties of high-strength carbon fiber-reinforced polymer strands. ACI Materials Journal, 2008, 105(1): 11-19.
Weichen Xue, Lei Zeng, Yuan Tan. Experimental studies on bond behaviour of high strength CFRP plates. Composites Part B: Engineering, 2008, 39(4): 592-603.
Weichen Xue, Yuan Tan, Lei Zeng. Experimental studies of concrete beams strengthened with prestressed CFRP laminates. PCI Journal, 2008, 53(5): 70-85.
Weichen Xue, Yuan Tan, Lei Zeng. Flexural response predictions of reinforced concrete beams strengthened with prestressed CFRP plates. Composites Structures, 2010, 92(3): 612-622.
XUE Weichen, FU Kai. Experimental Research on Mechanical Behavior of GFRP Bridge Decks under Alkaline Solution. Journal of Reinforced Plastics and Composites, 2013, 32(23): 1835-1841.
Xue Weichen, Zheng Qiao, Yang Yu, Fang Zhiqing. Bond behavior of sand-coated deformed glass fiber reinforced polymer rebars. Journal of Reinforced Plastics and Composites, 2014, 33(10) :895-910.
Xue Weichen, Zhang Shulu, Kang Mingrui. Bond strength of glass fibre-reinforced polymer ground anchors with helically wound ribs in different bonding agents. Materials Research Innovations, 2015, 19(S1): 449-453.
Xue Weichen, Yang Yu, Zheng Qiaowen, and Fang Zhiqing. Modeling of bond of sand-coated deformed glass fiber-reinforced polymer rebars in concrete. Polymer & Polymer Composites, 2016, 24(1): 45-56.
Xue Weichen, Peng Fei, Zheng Qiaowen. Design Equations for Flexural Capacity of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars. ASCE, Journal of Composites for Construction, 2016, 20(3): 04015069.
Xue Weichen, Wang Xiaohui, Hu Xiang, and Zheng Renguang. Mechanical Behaviors of High-Performance Concrete Beams Prestressed with CFRP Strands. Journal of Residuals Science & Technology, 2016, 13(S2): 129-134.
Xue Weichen, Zhang Shiqian and Ge Chang. Composite Performance of FRP—Concrete Composite Slabs. Journal of Residuals Science & Technology, 2016, 13(S2): 153-161.
Xue Weichen, Peng Fei, Fang Zhiqing. Behavior and design of Slender Rectangular Concrete Columns Longitudinally Reinforced with FRP Bars. ACI Structural Journal, 2018, 115(2):311-322.
Peng Fei, Xue Weichen. Design approach for flexural capacity of concrete T-beams with bonded prestressed and nonprestressed FRP reinforcements. Composite Structures, 2018, 204: 333-341.
Peng Fei, Xue Weichen. Analytical Approach for Flexural Capacity of FRP Prestressed Concrete T-Beams with Nonprestressed Steel Bars. ASCE, Journal of Composites for Construction, 2018, 22(6): 04018063.
Peng Fei, Xue Weichen. Reliability-Based Design Provisions for Flexural Strength of FRP Prestressed Concrete Bridge Girders. ACI Structural Journal, 2019, 116(1): 251-260.
Zhang Shiqian, Xue Weichen, Liao Xiandong. Theoretical analysis on long-term deflection of GFRP-concrete hybrid structures with partial interaction. Composite Structures, 2019, 216:1-11.
Peng Fei, Xue Weichen. Reliability Analysis of Eccentrically Loaded Concrete Rectangular Columns Reinforced with FRP Bars. ACI Structural Journal, 2019, 116(4): 275-284.
Peng Fei, Xue wenyuan, Xue weichen. Database evaluation of shear strength of slender fiber-reinforced polymer-reinforced concrete members. ACI Structural Journal, 2020,117(3): 273-281.
Peng Fei, Xue Weichen, Tan Yuan. Design Approach for Flexural Capacity of Prestressed Concrete Beams with External Tendons. ASCE, Journal of Structural Engineering, 2018, 144(12): 04018215.
Peng Fei, Xue Weichen. Calculating Method for Ultimate Tendon Stress in Internally Unbonded Prestressed Concrete Members. ACI Structural Journal, 2019, 116(5): 225-234.
Weichen Xue, Yuan Tan, Fei Peng. Experimental Study on Damaged Prestressed Concrete Beams Using External Post-Tensioned Tendons. ACI Structural Journal, 2020, 117(1): 159-168.
Weichen Xue, Xinlei Yang. Tests on Half-Scale, Two-Story, Two-Bay, Moment-Resisting Hybrid Concrete Frames. ACI Structural Journal, 2009,106(5):627-635.
Weichen Xue, Xinlei Yang. Seismic tests of precast concrete, moment-resisting frames and connections. PCI Journal, 2010, 55(3): 102-121.
Weichen Xue, Bin Zhang. Seismic Behavior of Hybrid Concrete Beam-Column Connections with Composite Beams and Cast-in-Place Columns. ACI Structural Journal, 2014,111(3):617-627.
Xue Weichen and Yang Xinlei. Tests on 1/4-scale six-story two-bay hybrid concrete moment-resisting frames under lateral loading. Advances in Structural Engineering, 2016, 19(2): 341-352.
Weichen Xue, Xinlei Yang. Seismic tests of precast concrete, moment-resisting frames and connections. PCI Journal, 2010, 55(3): 102-121.
Xue Weichen, Hu Xiang. 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.
Zhang Y, Pan P, Gong R, Xue W. Substructure hybrid testing of reinforced concrete shear wall structure using a domain overlapping technique. Earthquake Engineering & Engineering Vibration, 2017, 16(4):761-772.
Xue Weichen, Hu Xiang, Yang Yunjun. Full-scale tests on composite concrete T-beams subjected to cyclic and monotonic loading. Proceeding of the Institution of Civil Engineering – Structures and Buildings, 2019, 172(9): 671–684.
Hu Xiang, Xue Weichen, Qi Deqing. Experimental Studies on Precast Post-Tensioned Concrete Connections with Composite Beams and Multi-Story Precast Columns Subjected to Cyclic Loading. Magazine of Concrete Research, https://doi.org/10.1680/jmacr.18.00595.
Xue Weichen, Li Ya, Cai Lei, Hu Xiang. Seismic performance of precast concrete composite shear walls with multiple boundary elements. Journal of Earthquake and Tsunami, 2019, 13(S1): 1940006.
Xue Weichen, Yang Xinlei, Hu Xiang. 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.
Xue Weichen, Li Ya, Fu Kai, Hu Xiang, Li Yan. 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.
Weichen XUE, Liang LI, Bin CHENG and Jie LI. The reversed cyclic load tests of normal and pre-stressed concrete beams. Engineering Structures, 2008, 30(4): 1014-1023.
Weichen Xue, Feng Yang and Liang Li. Experiment research on seismic performance of prestressed steel reinforced high performance concrete beams. Steel and Composite Structures, 2009,9(2):159-172.
Weichen Xue, Bin Cheng, Liang Li. Seismic Performance of Nonprestressed and Prestressed HPC Frames under Low Reversed Cyclic Loading. ASCE, Journal of Structural Engineering. 2011, 137(11): 1254-1262.
Weichen Xue, Min Ding, Chi He, Jie Li. Long-term behavior of prestressed composite beams at service loads for one year. ASCE, Journal of Structural Engineering, 2008, 134(6): 930-937.
Weichen Xue, Kun Li , Renguang Zheng, Liang Li. Cyclic performance of frames with prestressed steel-concrete composite beams. Canadian Journal of Civil Engineering, 2008, 35(10): 1064-1075.
Weichen Xue, Min Ding, Hua Wang, Zhiwen Luo. Static Behavior and Theoretical Model of Stud Shear Connectors. ASCE, Journal of Bridge Engineering. 2008, 13(6): 623-634.
W. C. Xue, K. Li, L. Li and R. G. Zheng. Seismic behaviour of steel-concrete composite beams. Structures and Buildings, 2009, 162(6): 419-427.
Weichen Xue, Bin Cheng, Liang Li. Seismic Performance of Nonprestressed and Prestressed HPC Frames under Low Reversed Cyclic Loading. ASCE, Journal of Structural Engineering, 2011, 137(11): 1254-1262.
Xue Weichen, Liu Ting and Wang Wei. Time-dependent Behaviors of Prestressed Concrete track Girders under sustained loads. Advances in Structural Engineering, 2013, 16(9): 1545-1556.
Xue Weichen, Liu Ting, Zeng Min. Prediction of Long-Term Deflections for High-Speed Railway Prestressed Concrete Beams. ACI Structural Journal, 2016, 113(4): 769-778.
Weichen Xue, Sheng Liu. Studies on a large-span beam string pipeline crossing. ASCE, Journal of Structural Engineering, 2008, 134(10): 1657-1667.
Weichen Xue, Sheng Liu. Design optimization and experimental study on beam string structures. Constructional Steel Research, 2009,65(1):70-80