教育背景
2013.09 ~ 2017.06:重庆大学,土木工程,学士
2017.09 ~ 2023.06:同济大学,土木工程,博士,导师:李国强教授、Y C Wang教授(The University of Manchester)
工作经历
2023.08 ~ 至今:福州大学,土木工程学院,副教授
研究方向
钢结构抗火
组合结构抗火
招生方向:土木工程(专业型硕士)、结构工程(学术型硕士),欢迎联系报名!
科研项目
[1] 国家自然科学基金青年科学基金项目(C类), 52508540, 考虑高温应力水平的结构钢火灾后力学本构模型及其参数无损检测研究. 2026.01-2028.12, 主持.
[2] 国家自然科学基金面上项目, 51878506, 超500MPa高强约束钢柱受火后剩余承载性能和评定方法研究. 2019.01-2022.12, 参与, 结题.
参编标准
[1] 中国钢结构协会标准, T/CSCS 030-2022, 钢结构菱镁水泥防火装饰一体化板.
[2] 中国钢结构协会标准, T/CSCS 031-2022, 钢结构玻璃纤维增强水泥防火装饰一体化板.
期刊论文
[1] Lin-Xin Song, Guo-Qiang Li*, Yong C. Wang. Experimental study on the effects of whole heating cycle on post-fire behavior of restrained high strength structural steel columns. Journal of Building Engineering, 2023, 70, 106385.
[2] Lin-Xin Song, Guo-Qiang Li*. Processing and cooling effects on post-fire mechanical properties of high strength structural steels. Fire Safety Journal, 2021, 122, 103346.
[3] Guo-Qiang Li, Lin-Xin Song*. Mechanical properties of TMCP Q690 high strength structural steel at elevated temperatures. Fire Safety Journal, 2020, 116, 103190.
[4] Guo-Qiang Li, Jiarong Miao, Linxin Song, Wenyu Cai, Jian Jiang*. Investigation on postfire residual capacity of high-strength steel columns with axial restraint. Journal of Structural Engineering, 2020, 146(9), 04020182.
[5] 宋林昕, 李国强*. 轴压与偏压状态下高强钢轴向约束柱受火后剩余承载力试验研究. 土木工程学报, 2025, 58(3): 23-37.
[6] 宋林昕, 李国强*. 控轧控冷型高强钢高温下的力学性能试验研究. 土木工程学报, 2021, 54(2): 84-92.
[7] 宋林昕, 李国强*, Y C Wang. 高强钢约束柱受火后剩余承载性能实用评估方法. 防灾减灾工程学报, 2025, 45(5): 1098-1109+1150.
[8] 宋林昕,李国强*. 控轧控冷型Q550高强钢高温后的力学性能试验研究. 防灾减灾工程学报, 2021, 41(2): 369-375.
[9] 李国强, 宋林昕, 缪嘉荣*. 约束高强钢柱受火后轴压剩余承载力试验研究. 建筑结构学报, 2020, 41(1): 79-86.
[10] 李国强, 缪嘉荣*, 宋林昕. 约束高强钢柱受火后轴压剩余承载力影响参数研究. 建筑结构学报. 2020, 41(1): 87-94.
[11] 朱劭骏, 张婷娜, 宋林昕, 李晋宇, 李国强*, 蒋首超, 楼国彪. 火灾下轴心受压约束钢构件临界温度实用计算方法. 建筑钢结构进展, 2025, 27(8): 81-91.
会议论文
[1] Lin-Xin Song, Guo-Qiang Li*, Y C Wang. Investigation on post-fire overall stability of restrained Q690 high strength structural steel columns under eccentric compression. 1st International Conference on Fire Safety Engineering Research and Practice (iCFSERP 2024), Sydney, Australia, 2024.
[2] Lin-Xin Song, Guo-Qiang Li, Y C Wang. Investigation on post-fire overall stability of axially compressed and axially restrained Q690 high strength structural steel columns. 9th International Colloquium on Performance, Protection & Strengthening of Structures Under Extreme Loading & Events (PROTECT 2024), Singapore, 2024.
[3] Lin-Xin Song, Guo-Qiang Li, Yong C. Wang. Effects of rotational restraint on post-fire residual strength of high strength structural steel columns. Applications of Structural Fire Engineering (ASFE’24), Nanning, China, 2024.
[4] Lin-Xin Song, Guo-Qiang Li. Numerical studies on post-fire residual capacity of axially restrained high strength steel columns under eccentric compression. 12th International Conference on Structures in Fire (SiF2022), Hong Kong, China, 2022.
[5] Lin-Xin Song, Guo-Qiang Li. Numerical analysis on post-fire residual capacity of the restrained high strength structural steel columns under axial compression. Applications of Structural Fire Engineering (ASFE’21), Ljubljana, Slovenia, 2021.
[6] Lin-Xin Song, Guo-Qiang Li, Qing Xu. Post-fire mechanical properties of TMCP high strength structural steel. 11th International Conference on Structures in Fire (SiF2020), Brisbane, Australia, 2020.
[7] Guo-Qiang Li*, Qing Xu, Xiu-Zhi Zheng, Wei Ji, Lin-Xin Song, Jin-Yu Li, Yong Du. Challenging issues on fire-resistance of steel buildings. 1st International Conference on Fire Safety Engineering Research and Practice (iCFSERP 2024), Sydney, Australia, 2024.
[8] 宋林昕, 李国强. 控轧控冷型Q550高强钢高温后的力学性能试验研究. 第五届全国防灾减灾工程学术会议, 中国广西, 2019.
软件著作权
[1] 赖志超, 张超, 卢得仁, 宋林昕. 大型复杂组合式钢结构设计与加固软件V1.0. 2024SR0263350.