姓名：连鸣
职称：副教授 , 硕士生导师
E-Mail：lianming@xauat.edu.cn



个人基本情况(主要受教育经历 主要工作经历)
教育背景2007.09-2011.06 聊城大学建筑工程学院土木工程专业，本科2011.09-2016.06 西安建筑科技大学土木工程学院结构工程专业，博士工作履历2016.09-2018.09 西安建筑科技大学土木工程学院，博士后2018.10-今 西安建筑科技大学土木工程学院，副教授

研究领域
新型钢结构体系抗震性能与设计方法

学术兼职/承担项目与课题
学术兼职1.中国建筑金属结构协会铝结构分会理事2.中国钢结构协会结构稳定与疲劳分会会员3.陕西省土木建筑学会钢结构分会会员科研项目1.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，**，2021.01-2024.12，主持2.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，**，2018.01-2020.12，主持3. 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4.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5.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6.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，**，2018.01-2019.12，主持

代表性成果(近年的教学和科研成果，专著，专利，获奖)
学术成果1.Ming Lian, Mingzhou Su*, Hao Zhang, Qianqian Cheng. Cyclic behaviour of EBFs fabricated with high-strength steel[J]. Structures and Buildings, 2021, 174(1). 2.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[J]. Structures, 2021, 29: 45-64.3.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[J]. Structures, 2020, 28: 2714-2732.4.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[J]. Steel and Composite Structures, 2020, 37(3): 323-339.5.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[J]. Engineering Structures, 2020, 223: 111172.6.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[J]. Steel and Composite Structures, 2020, 35(3): 305-325.7.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[J]. The Structural Design of Tall and Special Buildings, 2020, e1801.8.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[J]. Journal of Constructional Steel Research, 2020, 171: 106131.9.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[J]. Engineering Structures, 2020, 210: 110395.10.Binlin Guan, Mingzhou Su, Ming Lian*(通讯作者). Seismic behaviour of combined steel framed-tube substructure with replaceable shear links[J]. Journal of Constructional Steel Research, 2020, 167: 105968. 11.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[J]. Steel and Composite Structures, 2019, 30(4): 365-382. 12.Ming Lian, Mingzhou Su*. Seismic testing and numerical analysis of Y-shaped eccentrically braced frame made of high-strength steel[J]. Structural Design of Tall & Special Buildings, 2018(5): e1455. 13.Ming Lian, Mingzhou Su*. Experimental study and simplified analysis of EBF fabricated with high strength steel[J]. Journal of Constructional Steel Research, 2017, 139:6-17. 14.Ming Lian, Mingzhou Su. Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link[J]. Journal of Constructional Steel Research, 2017, 137: 262-285. 15.Ming Lian, Mingzhou Su*. Shake table test of Y-shaped eccentrically braced frames fabricated with high-strength steel[J]. Earthquakes and Structures, 2017, 12(5): 501-513. 16.Ming Lian, Mingzhou Su*, Yan Guo. Experimental performance of Y-shaped eccentrically braced frames fabricated with high strength steel[J]. Steel and Composite Structures, 2017, 24(4): 441-453. 17.Ming Lian*(通讯作者), Mingzhou Su, Yan Guo. Seismic performance of eccentrically braced frames with high strength steel combination[J]. Steel and Composite Structures, 2015, 18(6):1517-1539.18.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[J]．建筑结构学报, 2021, 网络首发.19.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[J]．建筑结构学报, 2020, 网络首发.20.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[J]. 土木工程学报, 2020, 53(7): 28-42.21.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[J]. 工程力学, 2020, 37(2): 145-158.22.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[J]. 工程力学, 2019, 36(S1): 78-85.23.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): 95-104.24.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): 148-162.25.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. 26.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): 86-96.27.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.授权专利1.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, ZL5.2.2.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, ZL0.8 3.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, ZL9.44.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, ZL4.6