1.教育背景
2011-09至2016-06 雷竞技raybat竞猜结构工程专业（硕博连读），博士
2007-09至2011-06 聊城大学建筑工程学院土木工程专业，学士
2.工作履历
2016-09至2018-09，雷竞技raybat竞猜，博士后
2023-09至2024-07，重庆大学雷竞技raybat竞猜，访问学者
2018-10至今，雷竞技raybat竞猜教师
3.主讲课程
钢结构设计原理、钢结构设计、钢结构设计（英文）、研究生论文写作指导

新型韧性钢结构体系、韧性减震技术、新型功能材料

1.学术兼职
(1)	中国钢结构协会结构稳定与疲劳分会副秘书长（2020~2024）
(2)	中国钢结构协会结构稳定与疲劳分会青年理事
(3)	中国建筑金属结构协会铝结构分会理事
2.承担项目与课题 
(1)	外置位移放大式自复位耗能机构钢框架减震机理与性能化设计，国家自然科学基金面上项目，52478205，2025.01-2028.12，主持
(2)	SMA绞线-活塞式受控摇摆钢框架结构抗震机理与性能设计方法研究，国家自然科学基金面上项目，52078411，2021.01-2024.12，主持
(3)	可更换剪切型耗能梁段-高强钢框筒结构体系抗震性能与设计方法研究，国家自然科学基金青年科学基金项目，51708444，2018.01-2020.12，主持
(4)	柱中可抬升的新型摇摆-自复位钢框架结构抗震机理与性能优化，陕西省青年科技新星项目，2022KJXX-4，2022.01-2023.12，主持
(5)	带可更换耗能构件的新型钢框筒结构抗震性能与设计方法研究，陕西自然科学基础研究计划项目，2018JQ5074，2018.01-2019.12，主持
(6)	新型自复位摇摆架-装配式钢框架结构抗震机理研究与设计对策，陕西省教育厅青年创新团队科研计划项目，22JP041，2022.01-2023.12，主持
(7)	震后功能可快速恢复高层钢框筒结构抗震性能研究，陕西省博士后科研资助项目，2017年，2018.01-2019.12，主持
(8)	基于剪切耗能机制的钢框筒结构性能设计方法研究，陕西省教育厅专项科研计划项目，2018.01-2019.12，主持
(9)	剪切耗能型高强钢框筒结构抗震性能研究，陕西省高校科协青年人才托举计划项目，20170517，2018.01-2019.12，主持
(10)	raybet在线官网高层次人才（E类）支持计划项目，2018.10-2021.10，主持

1.论文
(1)	Yan Guo, Ming Lian*(通讯作者), Mingzhou Su. Response modification factor of high-strength steel frame-tube structures with replaceable shear links. Journal of Constructional Steel Research, 2025, 229: 109510.
(2)	Yan Guo, Ming Lian*(通讯作者), Yuhao Zhou, Mingzhou Su. Self-centering rocking steel frame with column mid-height uplift: Experimental and numerical investigation. Soil Dynamics and Earthquake Engineering, 2025, 188: 109065.
(3)	Yan Guo, Ming Lian*(通讯作者), Baihao Dai, Mingzhou Su. Experimental and parametric study on seismic performance study of column mid-height uplift steel rocking frame. Journal of Building Engineering, 2024, 98: 111365.
(4)	Yan Guo, Ming Lian*(通讯作者), Baihao Dai, Mingzhou Su. Experimental and numerical study on the cyclic behavior of web dumbbell-shaped damper fabricated of low-yield-point steel. Structures, 2024, 70: 107628.
(5)	Ming Lian*(通讯作者), Ziqi Luo, Mingzhou Su, Hao Zhang, Hongxia Shen. Composite floor slab effect on seismic performance of steel-framed-tube structures with shear links. Soil Dynamics and Earthquake Engineering, 2024, 183: 108800.
(6)	Ming Lian, Yuhao Zhou*, Yankai Wang, Mingzhou Su. Experimental investigation of mechanical properties of NiTi superelastic shape memory alloy cables. Journal of Constructional Steel Research, 2024, 214: 108447.
(7)	Ming Lian*(通讯作者), Ziqi Luo, Yuhao Zhou, Mingzhou Su. Floor slab composite action effects on hysteresis behaviors of steel-framed-tube structures with shear links. Journal of Constructional Steel Research, 2024, 213: 108388.
(8)	Yuhao Zhou, Ming Lian*(通讯作者), Yankai Wang, Mingzhou Su. Cyclic and uniaxial tensile properties of superelastic niti shape memory alloy cables. Smart Materials and Structures, 2024, 33(6): 5005.
(9)	Hao Zhang, Jiasheng Li, Ming Lian*(通讯作者), Mingzhou Su, Hongxia Shen. Cyclic behavior of a web hourglass-shaped pin damper made of low-yield-strength steel Experimental and numerical analyses. Journal of Constructional Steel Research, 2024, 213: 108434.
(10)	Yan Guo, Ming Lian*(通讯作者), Qianqian Cheng. Performance-based plastic design of high-strength steel framed-tube structures fused with replaceable shear links. Journal of Constructional Steel Research, 2024, 212: 108291.
(11)	Ming Lian*(通讯作者), Wei Li, Qianqian Cheng. Parametric study of hysteretic performance of high-strength steel framed-tube structures with web-bolted connected shear links. Journal of Constructional Steel Research, 2022, 196: 107398.
(12)	Yan Guo, Ming Lian*(通讯作者), Hao Zhang, Qianqian Cheng. Cyclic loading behavior of high-strength steel framed-tube structures with replaceable shear links constructed using Q355 structural steel. Steel and Composite Structures, 2022, 42(6): 827-841.
(13)	Ming Lian*(通讯作者), Qianqian Cheng, Mingzhou Su, Binlin Guan, Hao Zhang. Seismic performance of high-strength steel framed-tube structures with web-bolted double-channel shear links. The Structural Design of Tall and Special Buildings, 2021: e1888.
(14)	Ming Lian, Shen Li*, Xiaolei Li. Seismic story shear distribution based on inelastic state of eccentrically braced frame with vertical link composite high strength steel. International Journal of Steel Structures, 2021, 21(8): 1-20.
(15)	Ming Lian, Mingzhou Su*, Hao Zhang, Qianqian Cheng. Cyclic behaviour of eccentrically braced frames fabricated with high-strength steel. Structures and Buildings, 2021, 174(1). 
(16)	Qianqian Cheng, Ming Lian*(通讯作者), Mingzhou Su, Hao Zhang. Experimental and finite element study of high-strength steel framed-tube structures with replaceable shear links under cyclic loading. Structures, 2021, 29: 45-64.
(17)	Ming Lian*(通讯作者), Binlin Guan, Qianqian Cheng, Hao Zhang, Mingzhou Su. Experimental and numerical study of seismic performance of high-strength steel fabricated framed-tube structures with replaceable shear links. Structures, 2020, 28: 2714-2732.
(18)	Ming Lian*(通讯作者), Qianqian Cheng, Binlin Guan, Hao Zhang, Mingzhou Su. Seismic performance of high-strength steel framed-tube structures with bolted web-connected replaceable shear links. Steel and Composite Structures, 2020, 37(3): 323-339.
(19)	Hao Zhang, Mingzhou Su, Ming Lian*(通讯作者), Qianqian Cheng, Binlin Guan, Huanxue Gong. Experimental and numerical study on the seismic behavior of high-strength steel framed-tube structures with end-plate-connected replaceable shear links. Engineering Structures, 2020, 223: 111172.
(20)	Ming Lian*(通讯作者), Qianqian Cheng, Hao Zhang, Mingzhou Su. Numerical study of the seismic behavior of steel frame-tube structures with bolted web-connected replaceable shear links. Steel and Composite Structures, 2020, 35(3): 305-325.
(21)	Hao Zhang, Ming Lian*(通讯作者), Mingzhou Su, Qianqian Cheng. Lateral force distribution in the inelastic state for seismic design of high strength steel framed-tube structures with shear links. The Structural Design of Tall and Special Buildings, 2020, e1801.
(22)	Hao Zhang, Ming Lian*(通讯作者), Mingzhou Su. Study on the seismic performance of high-strength steel framed-tube structures with replaceable shear links. Journal of Constructional Steel Research, 2020, 171: 106131.
(23)	Qianqian Cheng, Mingzhou Su, Ming Lian*(通讯作者), Hao Zhang, Binlin Guan, Huanxue Gong. Cyclic behavior of high-strength steel framed-tube structures with bolted replaceable shear links. Engineering Structures, 2020, 210: 110395.
(24)	Binlin Guan, Mingzhou Su, Ming Lian*(通讯作者). Seismic behaviour of combined steel framed-tube substructure with replaceable shear links. Journal of Constructional Steel Research, 2020, 167: 105968. 
(25)	Ming Lian*(通讯作者), Hao Zhang, Qianqian Cheng, Mingzhou Su. Finite element analysis for the seismic performance of steel frame-tube structures with replaceable shear links. Steel and Composite Structures, 2019, 30(4): 365-382. 
(26)	Ming Lian, Mingzhou Su*. Seismic testing and numerical analysis of Y-shaped eccentrically braced frame made of high-strength steel. Structural Design of Tall & Special Buildings, 2018(5): e1455. 
(27)	Ming Lian, Mingzhou Su*. Experimental study and simplified analysis of EBF fabricated with high strength steel. Journal of Constructional Steel Research, 2017, 139:6-17. 
(28)	Ming Lian, Mingzhou Su. Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link. Journal of Constructional Steel Research, 2017, 137: 262-285. 
(29)	Ming Lian, Mingzhou Su*. Shake table test of Y-shaped eccentrically braced frames fabricated with high-strength steel. Earthquakes and Structures, 2017, 12(5): 501-513. 
(30)	Ming Lian, Mingzhou Su*, Yan Guo. Experimental performance of Y-shaped eccentrically braced frames fabricated with high strength steel. Steel and Composite Structures, 2017, 24(4): 441-453. 
(31)	Ming Lian*(通讯作者), Mingzhou Su, Yan Guo. Seismic performance of eccentrically braced frames with high strength steel combination. Steel and Composite Structures, 2015, 18(6):1517-1539.
(32)	连鸣*(通讯作者), 戴子琳, 程倩倩. 带拼接板螺栓连接耗能梁段的可恢复功能钢框筒结构抗震性能研究. 工程力学, 2025, 42(1): 83-102.
(33)	连鸣*(通讯作者), 戴柏豪, 李伟. LYP225 低屈服点钢锥形钢棒阻尼器剪切力学性能研究. 振动与冲击, 2024, 43(10): 268-278.
(34)	连鸣, 周玉浩*, 苏明周, 李伟. LYP225低屈服点钢哑铃形钢棒阻尼器剪切性能试验研究. 振动与冲击, 2024, 43(15): 209-217.
(35)	周玉浩, 连鸣*(通讯作者), 王颜凯, 苏明周. 7×19构型NiTi形状记忆合金绞线超弹性试验研究. 材料导报, 2024, 38(21): 242-251.
(36)	周玉浩, 连鸣*(通讯作者), 苏明周, 吴伟豪, 戴柏豪. 柱中抬升式受控摇摆钢框架结构抗震性能试验研究[J]. 建筑结构学报, 2025, 网络首发.
(37)	周玉浩, 连鸣*(通讯作者), 苏明周, 吴伟豪, 戴柏豪. 柱中抬升式自复位摇摆钢框架结构滞回性能研究[J]. 工程力学, 2025, 网络首发.
(38)	连鸣, 周玉浩*, 苏明周, 李伟. 低屈服点钢沙漏形钢棒阻尼器力学性能研究[J]. 工程力学, 2024, 网络首发.
(39)	周玉浩, 连鸣*(通讯作者), 苏明周, 王颜凯. 7×7构型NiTi形状记忆合金绞线超弹性试验研究[J]. 湖南大学学报, 2024, 录用待刊.
(40)	关彬林, 连鸣*(通讯作者), 苏明周, 程倩倩, 张浩. 可更换双槽形Q235耗能梁段钢框筒子结构抗震性能试验研究. 建筑结构学报, 2022, 43(10): 172-186.
(41)	连鸣*(通讯作者), 程倩倩, 苏明周, 关彬林, 弓欢学. 端板螺栓连接可更换耗能梁段的高强钢框筒结构抗震性能试验研究.建筑结构学报, 2021, 42(11): 29-40.
(42)	程倩倩, 连鸣*(通讯作者), 苏明周, 张浩, 关彬林. 含端板螺栓连接耗能梁段的高强钢框筒结构基于性能的塑性设计方法研究. 工程力学, 2021, 38(7): 167-182.
(43)	程倩倩, 连鸣*(通讯作者), 关彬林, 张浩, 苏明周. 含双槽钢截面可更换耗能梁段的高强钢框筒结构滞回性能研究. 工程力学, 2021, 38(05): 98-112.
(44)	关彬林, 连鸣*(通讯作者), 苏明周, 张浩, 程倩倩. 端板连接可更换Q235耗能梁段钢框筒子结构滞回性能及其影响因素研究. 工程力学, 2021, 38(04): 54-67.
(45)	张浩, 连鸣*(通讯作者), 苏明周, 程倩倩. 带可更换低屈服点耗能梁段-端板连接的钢框筒结构抗震性能试验研究. 土木工程学报, 2020, 53(7): 28-42.
(46)	程倩倩, 苏明周, 连鸣*(通讯作者). 带可更换剪切型耗能梁段高强钢组合框筒的结构影响系数研究. 工程力学, 2020, 37(2): 145-158.
(47)	张浩, 连鸣*(通讯作者), 苏明周, 程倩倩, 关彬林. 含可更换剪切型耗能梁段-高强钢组合框筒结构静力弹塑性数值分析. 工程力学, 2019, 36(S1): 78-85.
(48)	连鸣, 苏明周. Y形偏心支撑-高强钢框架结构抗震性能试验研究. 建筑结构学报, 2017, 38(6): 95-104.
(49)	连鸣, 苏明周, 李慎. Y 形高强钢组合偏心支撑框架结构基于性能的塑性设计方法研究. 工程力学, 2017, 34(5): 148-162.
(50)	连鸣, 苏明周, 郭艳. Y形高强钢组合偏心支撑框架结构抗震性能简化分析方法研究. 振动与冲击, 2017, 36(9): 214-224. 
(51)	连鸣, 苏明周, 李慎. Y 形高强钢组合偏心支撑框架结构弹塑性层剪力分布研究. 建筑结构学报, 2016, 37(11): 86-96.
(52)	连鸣, 苏明周, 李慎, 田小红. Y形偏心支撑高强钢框架结构抗震性能振动台试验研究. 建筑结构学报, 2015, 36(8): 16-24.
2.专利
(1)	连鸣, 周玉浩. 一种加固钢框架结构的柱中抬升受控摇摆架及其装配方法. 发明专利, ZL202210462732.7
(2)	连鸣, 周玉浩. 一种基于活塞装置的柱中抬升受控摇摆钢框架. 发明专利, ZL202111668332.3
(3)	连鸣, 程倩倩, 苏明周, 张浩, 关彬林. 一种可更换剪切型耗能梁段-钢深梁连接结构及安装方法. 发明专利, ZL201811064297.2.
(4)	连鸣, 周玉浩. 一种加固钢框架结构的柱中抬升受控摇摆架. 实用新型专利, ZL202221016836.7.
(5)	连鸣, 周玉浩. 一种柱中可抬升的新型摇摆自复位结构. 实用新型专利, ZL202221046067.5.
(6)	连鸣, 周玉浩. 一种基于活塞装置的柱中抬升受控摇摆钢框架. 实用新型专利, ZL202123431256.2.
(7)	连鸣, 苏明周, 程倩倩, 张浩. 一种易于快速更换的耗能梁段-钢深梁连接结构. 实用新型专利, ZL201921720725.2.
(8)	张浩, 连鸣, 苏明周, 仇杰, 程倩倩. 一种土木工程平面试验试件侧向支撑反力架. 实用新型专利, ZL201820536400.8 
(9)	程倩倩, 连鸣, 苏明周, 张浩, 关彬林. 一种可更换剪切型耗能梁段-钢深梁连接结构. 实用新型专利, ZL201821489769.4
(10)	程倩倩, 连鸣, 苏明周, 张浩, 关彬林. 双槽钢截面可更换耗能梁段-钢裙梁连接结构. 实用新型专利, ZL201821490494.6