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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Wang, Yuzhu / Sun, Lele / Wang, Peijun / Hou, Gangling / Cai, Xuesong / He, Min (2024): Feasibility study of TSOB replacing standard high-strength bolt in T-stub connection. In: Structures, v. 62 (April 2024).

    https://doi.org/10.1016/j.istruc.2024.106246

  2. Zhang, Xiao / Sun, Youkun / Yang, Xiaoxia / Sun, Lele / Wang, Peijun (2023): Study on the Bending Performance of High-Strength and High-Ductility CRE-Reinforced Concrete Beams. In: Buildings, v. 13, n. 11 (26 October 2023).

    https://doi.org/10.3390/buildings13112746

  3. Sun, Lele / Liu, Le / Wu, Jiayu / Zhang, Jin / Cai, Xuesong / Wang, Yuzhu / Hou, Gangling (2024): Tensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts. In: Journal of Constructional Steel Research, v. 213 (February 2024).

    https://doi.org/10.1016/j.jcsr.2023.108438

  4. Sun, Lele / Shang, Yuntao / Kong, Jie / He, Min / Hou, Gangling / Cai, Xuesong / Zhang, Xiaohui / Wu, Jiayu / Wang, Peijun (2024): Prediction method for bending moment capacities and failure modes of TSOBs bolted I-beam to hollow section square column. In: Journal of Constructional Steel Research, v. 214 (March 2024).

    https://doi.org/10.1016/j.jcsr.2023.108449

  5. Liu, Le / Chen, Hengchao / Cai, Min / Jin, Xiao / Wang, Peijun / Liu, Mei / Sun, Lele (2023): Behavior of TOBs bolted curved T-stubs to steel tube with internal stiffener. In: Journal of Constructional Steel Research, v. 210 (November 2023).

    https://doi.org/10.1016/j.jcsr.2023.108107

  6. Chen, Hengchao / Liu, Le / Cai, Min / Sun, Lele / Wang, Peijun / Liu, Mei (2023): Mechanical behavior of TOBs bolted T-stubs with thick arc-shaped flange to steel tube under tension: A numerical and theoretical investigation. In: Structures, v. 56 (October 2023).

    https://doi.org/10.1016/j.istruc.2023.104880

  7. Liu, Le / Chen, Hengchao / Jin, Xiao / Li, Shuo / Sun, Lele / Wang, Peijun / Chen, Lu (2023): Prediction of yield strength and prying action of TOBs bolted arc-shaped endplate. In: Journal of Constructional Steel Research, v. 208 (September 2023).

    https://doi.org/10.1016/j.jcsr.2023.108039

  8. Zhang, Xiao / Ding, Yijing / Wang, Xuekun / Sun, Lele (2023): Study on Eccentric Compressive Behavior of Concrete Columns Reinforced with NPR735 High-Strength Steel Bars. In: Buildings, v. 13, n. 1 (13 January 2023).

    https://doi.org/10.3390/buildings13010188

  9. Zhang, Xiao / Han, Fei / Wang, Xuekun / Sun, Lele / Wang, Qi / Wang, Peijun (2023): Research on Seismic Performance of 735 MPa High-Strength Reinforced Concrete Frame Joints. In: Buildings, v. 13, n. 2 (14 February 2023).

    https://doi.org/10.3390/buildings13020320

  10. Liu, Le / Chen, Hengchao / Sun, Lele / Jin, Xiao / Li, Shuo / Wang, Peijun / Chen, Chen (2023): Behavior of thread-fixed one-side bolts bolted T-stubs with arc-shaped flange to steel tube under tension. In: Engineering Structures, v. 279 (March 2023).

    https://doi.org/10.1016/j.engstruct.2023.115647

  11. Sun, Lele / Liang, Zeqi / Cai, Min / Liu, Le / Bai, Yunyan / Geng, Ziyi / Cheng, Yue / Wang, Peijun / Liu, Mei (2023): Seismic behaviour of I-beams bolted CFST column connection using extended TSOBs. In: Structures, v. 48 (February 2023).

    https://doi.org/10.1016/j.istruc.2023.01.003

  12. Cai, Min / Sun, Lele / Liu, Chang / Liu, Le / Wang, Peijun / Zhang, Wenchao / Liu, Mei / Hu, Yongli / Liu, Fangzhou / Song, Jie / Zhao, Guodong (2022): Seismic performance of TOBs bolted endplate connection to concrete-filled square steel tube with damaged hole threads repaired by using spiral wire inserts. In: Journal of Building Engineering, v. 62 (December 2022).

    https://doi.org/10.1016/j.jobe.2022.105393

  13. Sun, Lele / Yang, Xiaoxia / Cai, Min / Liu, Le / Jin, Xiao / Wang, Peijun / Liu, Mei / Han, Zhenlin / Hu, Yongli / Du, Peng (2022): Monotonic bending behaviour of TOBs bolted beam to SHS column connection with stiffening component. In: Journal of Building Engineering, v. 62 (December 2022).

    https://doi.org/10.1016/j.jobe.2022.105339

  14. Cai, Min / Sun, Lele / Wang, Qishuai / Wang, Peijun / Zhang, Wenchao / Liu, Mei / Zhai, Guangjun / Liu, Fang Zhou (2022): Seismic behavior of TOBs bolted endplate connection to strengthened CFST column. In: Journal of Constructional Steel Research, v. 197 (October 2022).

    https://doi.org/10.1016/j.jcsr.2022.107493

  15. Sun, Lele / Liang, Zeqi / Cai, Min / Liu, Chang / Wang, Peijun / Liu, Mei / Liu, Fangzhou (2022): Seismic behaviour of TSOBs bolted I-beam to hollow section square column connection with inner stiffener. In: Journal of Building Engineering, v. 51 (July 2022).

    https://doi.org/10.1016/j.jobe.2022.104260

  16. Liu, Yuanjian / Sun, Lele / Zhang, Yue / Liu, Le / Liu, Mei / Wang, Peijun / Zhang, Wenchao (2022): Proposed analytical models for bolted T-stubs to square hollow section column connection using thread-fixed one-side bolts under tension. In: Journal of Building Engineering, v. 52 (July 2022).

    https://doi.org/10.1016/j.jobe.2022.104398

  17. Sun, Lele / Liang, Zeqi / Cai, Min / Liu, Xinyu / Wang, Peijun (2022): Experimental investigation on monotonic bending behaviour of TSOBs bolted beam to hollow square section column connection with inner stiffener. In: Journal of Building Engineering, v. 46 (April 2022).

    https://doi.org/10.1016/j.jobe.2021.103765

  18. Sun, Lele / Liang, Zeqi / Wang, Qishuai / Zhu, Hao / Wang, Peijun / Liu, Yuanjian / Liu, Fangzhou (2021): Seismic response on T-head square-neck one-side bolted endplate connection of beam to square tubular column. In: Engineering Structures, v. 246 (November 2021).

    https://doi.org/10.1016/j.engstruct.2021.113077

  19. Sun, Lele / Liang, Zeqi / Wu, Lei / Li, Chao / Liu, Yuanjian / Liu, Mei / Liu, Fangzhou / Wang, Peijun (2021): Experimental and theoretical modeling for predicting bending moment capacity of T-head square-neck one-side bolted endplate to tube column connection. In: Journal of Building Engineering, v. 43 (November 2021).

    https://doi.org/10.1016/j.jobe.2021.103104

  20. Wang, Peijun / Sun, Lele / Xia, Chengxin / Gu, Hangping / Liu, Yuanjian / Liu, Mei / Liu, Fangzhou (2021): Cyclic behavior of T-stub connection to hollow section steel column using TSOBs. In: Journal of Constructional Steel Research, v. 185 (October 2021).

    https://doi.org/10.1016/j.jcsr.2021.106874

  21. Sun, Lele / Ma, Qijie / Han, Fei / Liu, Zexin / Li, Jinglong / Wang, Peijun / Zhao, Hui / Sun, Jian (2020): Experimental investigation on axial compression behavior of steel reinforced concrete columns with welded stirrups. In: Engineering Structures, v. 208 (April 2020).

    https://doi.org/10.1016/j.engstruct.2019.109924

  22. Wang, Peijun / Sun, Lele / Zhang, Boxun / Yang, Xiaoxia / Liu, Fangzhou / Han, Zhenlin (2021): Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension. In: Journal of Constructional Steel Research, v. 178 (March 2021).

    https://doi.org/10.1016/j.jcsr.2020.106493

  23. Sun, Lele / Liu, Mei / Liu, Yuanjian / Wang, Peijun / Zhao, Hui / Sun, Jian / Shang, Yanwei (2020): Studies on T-shaped one-side bolted connection to hollow section column under bending. In: Journal of Constructional Steel Research, v. 175 (December 2020).

    https://doi.org/10.1016/j.jcsr.2020.106359

  24. Wang, Peijun / Sun, Lele / Liu, Mei / Zhang, Boxun / Hu, Xianfeng / Yu, Jianxin (2020): Experimental studies on thread-fixed one-side bolted connection of beam to hollow square steel tube under static bending moment. In: Engineering Structures, v. 214 (July 2020).

    https://doi.org/10.1016/j.engstruct.2020.110655

  25. Zhang, Yue / Liu, Mei / Ma, Qijie / Liu, Zhenhua / Wang, Peijun / Ma, Changwei / Sun, Lele (2020): Yield line patterns of T-stubs connected by thread-fixed one-side bolts under tension. In: Journal of Constructional Steel Research, v. 166 (March 2020).

    https://doi.org/10.1016/j.jcsr.2020.105932

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