发表论文
[1] L. Sun, Q. Ma, F. Han, Z. Liu, J. Li, P. Wang, H. Zhao, J. Sun, Experimental investigation on axial compression behavior of steel reinforced concrete columns with welded stirrups, Engineering Structures, 208 (2020), 109924. (SCI收录, Q1, IF=5.6)
[2] P. Wang, L. Sun, M. Liu, B. Zhang, X. Hu, J. Yu, Experimental studies on thread-fixed one-side bolted connection of beam to hollow square steel tube under static bending moment, Engineering Structures, 214 (2020), 110655. (SCI收录, Q1, IF=5.6)
[3] Y. Zhang, M. Liu, Q. Ma, Z. Liu, P. Wang, C. Ma, L. Sun, Yield line patterns of T-stubs connected by thread-fixed one-side bolts under tension, Journal of Constructional Steel Research, 166 (2020), 105932. (SCI收录, Q1, IF=4.0)
[4] L. Sun, M. Liu, Y. Liu, P. Wang, H. Zhao, J. Sun, Y. Shang, Studies on T-shaped one-side bolted connection to hollow section column under bending, Journal of Constructional Steel Research, 175 (2020), 106359. (SCI收录, Q1, IF=4.0)
[5] P. Wang, L. Sun, B. Zhang, X. Yang, F. Liu, Z. Han, Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension, Journal of Constructional Steel Research, 178 (2021), 106493. (SCI收录, Q1, IF=4.0)
[6] P. Wang, L. Sun, C. Xia, H. Gu, Y. Liu, M. Liu, F. Liu, Cyclic behavior of T-stub connection to hollow section steel column using TSOBs, Journal of Constructional Steel Research, 185 (2021), 106874. (SCI收录, Q1, IF=4.0)
[7] L. Sun, Z. Liang, L. Wu, C. Li, Y. Liu, M. Liu, F. Liu, P. Wang, Experimental and theoretical modeling for predicting bending moment capacity of T-head square-neck one-side bolted endplate to tube column connection, Journal of Building Engineering, 43 (2021), 103104. (SCI收录, Q1, IF=6.7)
[8] L. Sun, Z. Liang, Q. Wang, H. Zhu, P. Wang, Y. Liu, F. Liu, Seismic response on T-head square-neck one-side bolted endplate connection of beam to square tubular column, Engineering Structures, 246 (2021), 113077. (SCI收录, Q1, IF=5.6)
[9] L. Sun, Z. Liang, M. Cai, X. Liu, P. Wang, Experimental investigation on monotonic bending behaviour of TSOBs bolted beam to hollow square section column connection with inner stiffener, Journal of Building Engineering, 46 (2022), 103765. (SCI收录, Q1, IF=6.7)
[10] L. Sun, Z. Liang, M. Cai, C. Liu, P. Wang, M. Liu, F. Liu, Seismic behaviour of TSOBs bolted I-beam to hollow section square column connection with inner stiffener, Journal of Building Engineering, 51 (2022), 104260. (SCI收录, Q1, IF=6.7)
[11] Y. Liu, L. Sun (通讯), Y. Zhang, L. Liu, M. Liu, P. Wang, W. Zhang, Proposed analytical models for bolted T-stubs to square hollow section column connection using Thread-fixed One-side Bolts under tension, Journal of Building Engineering, 52 (2022), 104398. (SCI收录, Q1, IF=6.7)
[12] L. Sun, X. Yang, M. Cai, L. Liu, X. Jin, P. Wang, M. Liu, Y. Hu, Z. Han, P. Du, Monotonic bending behaviour of TOBs bolted beam to SHS column connection with stiffening component, Journal of Building Engineering, 62 (2022), 105339. (SCI收录, Q1, IF=6.7)
[13] M. Cai, L. Sun, C. Liu, L. Liu, P. Wang, W. Zhang, M. Liu, Y. Hu, F. Liu, J. Song, G. Zhao, Seismic performance of TOBs bolted endplate connection to concrete-filled square steel tube with damaged hole threads repaired by using spiral wire inserts, Journal of Building Engineering, 62 (2022), 105393. (SCI收录, Q1, IF=6.7)
[14] M. Cai, L. Sun, Q. Wang, P. Wang, W. Zhang, M. Liu, G. Zhai, F. Liu, Seismic behavior of TOBs bolted endplate connection to strengthened CFST column, Journal of Constructional Steel Research, 197 (2022), 107493. (SCI收录, Q1, IF=4.0)
[15] L. Sun, Z. Liang, M. Cai, L. Liu, Z. Geng, Y. Cheng, P. Wang, M. Liu, Seismic behaviour of I-beams bolted CFST column connection using Extended TSOBs, Structures, 48 (2023), 882-900. (SCI收录, Q1, IF=3.9)
[16] L. Liu, H. Chen, L. Sun, X. Jin, S. Li, P. Wang, C. Chen, Behavior of thread-fixed one-side bolts bolted T-stubs with arc-shaped flange to steel tube under tension, Engineering Structures, 279 (2023), 115647. (SCI收录, Q1, IF=5.6)
[17] L. Liu, H. Chen, X. Jin, S. Li, L. Sun, P. Wang, L. Chen, Prediction of yield strength and prying action of TOBs bolted arc-shaped endplate, Journal of Constructional Steel Research, 208 (2023), 108039. (SCI收录, Q1, IF=4.0)
[18] L. Liu, H. Chen, M. Cai, X. Jin, P. Wang, M. Liu, L. Sun, Behavior of TOBs bolted curved T-stubs to steel tube with internal stiffener, Journal of Constructional Steel Research, 210 (2023), 108107. (SCI收录, Q1, IF=4.0)
[19] H. Chen, L. Liu, M. Cai, L. Sun, P. Wang, M. Liu, Mechanical behavior of TOBs bolted T-stubs with thick arc-shaped flange to steel tube under tension: A numerical and theoretical investigation, Structures, 56 (2023), 104880. (SCI收录, Q1, IF=3.9)
[20] L. Sun, L. Liu, Z. Liang, Y. You, M. Cai, P. Wang, Study on bending bearing capacity of beam-column joints using t-head square-neck one-side bolts, 13th Pacific Structural Steel Conference, Chengdu, China, 2023.10.27-2023.10.30.
[21] L. Sun, Z. Liang, L, Liu, Y. You, P. Wang, Study on mechanical properties of bolted beam-SHS column joints strengthened by H-steel, 13th Pacific Structural Steel Conference, Chengdu, China, 2023.10.27-2023.10.30.
[22] L. Liu, L. Sun, P. Wang, Study on optimum aspect ratio of T-head square-neck one-side bolt head, 13th Pacific Structural Steel Conference, Chengdu, China, 2023.10.27-2023.10.30.
[23] 尤洋, 王培军, 孙乐乐, 叶继红, 姜健. 单边螺栓连接T形件-钢管节点高温下及高温后受拉性能, 浙江大学学报(工学版), 57(12) (2023), 2489-2500. (EI收录)
[24] L. Sun, L. Liu, J. Wu, J. Zhang, X. Cai, Y. Wang, G. Hou, Tensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts, Journal of Constructional Steel Research, 213 (2024), 108438. (SCI收录, Q1, IF=4.0)
[25] L. Sun (通讯), Y. Shang, J. Kong, M. He, G. Hou, X. Cai, X. Zhang, J. Wu, P. Wang, Prediction method for bending moment capacities and failure modes of TSOBs bolted I-beam to hollow section square column, Journal of Constructional Steel Research, 214 (2024), 108449. (SCI收录, Q1, IF=4.0)
[26] 刘泉维, 孙乐乐(通讯), 叶守杰, 等. 螺栓连接H钢加强钢梁-钢管柱节点力学性能研究—数值分析[J/OL].钢结构(中英文):1-14[2024-05-09].
[27] 徐新刚, 孙乐乐(通讯), 牛广慧, 杜少彬, 王培军, 侯钢领. 单边螺栓连接梁柱节点单调荷载试验研究[J/OL].工业建筑:1-14[2024-06-26].
[28] 王新华, 孙乐乐(通讯), 王培军.T形方颈单边螺栓连接钢梁-方钢管柱节点试验研究[J/OL].建筑钢结构进展,1-12[2024-07-19].
[29] 王新华. 孙乐乐(通讯), 王培军.T形方颈单边螺栓连接梁柱节点抗弯承载力研究[J/OL].建筑钢结构进展,1-9[2024-09-18].