基本信息
姓名：叶继红出生年月：1967.1
学位：博士
职称：教授、博导
研究领域：大跨空间结构、轻钢结构的抗震、抗风、抗火
招收研究生专业：结构工程，防灾减灾工程与防护工程
E-mail:jhye@cumt.edu.cn
个人简介：
叶继红分别于1989年7月和1991年12月在哈尔滨工业大学获得学士和硕士学位，于1995年7月在同济大学获得博士学位；于1998年和2001年完成哈尔滨工业大学土木、水利博士后流动站、哈尔滨工程大学船舶与海洋工程博士后流动站的研究工作。1993年加入中国共产党。曾任东南大学土木工程学院副院长、中国矿业大学力学与土木工程学院院长、中国矿业大学党委教师工作部部长、人力资源部部长。2022年9月起任中国矿业大学党委常委、副校长。
从事大跨空间结构、轻钢结构的抗火、抗震、抗风方向的教学与科研工作。先后主持国家自然科学基金重大科研仪器项目、国家自然科学基金重点项目、国家自然科学基金重大研究计划、国家科技支撑计划项目课题等科研项目；主编省级工程建设标准1部；在国内外土木类期刊ASCE、JCSR、力学学报、土木工程学报、建筑结构学报发表学术论文180余篇，出版专著1部，主编省部级规划教材3部；授权国家发明专利20余项；成果获中国钢协科学技术特等奖、教育部科技进步二等奖、江苏省科技进步二等奖等奖项。是国家杰出青年基金获得者、教育部新世纪优秀人才、江苏省特聘教授、江苏省“333”工程中青年科学技术带头人、江苏省“六大人才高峰”入选者。兼任土木工程学报编委、建筑结构学报编委、江苏省地震工程学会主任委员等。
近五年主持的主要科研项目：
[1]国家自然科学基金-国家重大科研仪器研制项目，真实火场环境隧道结构热力耦合损伤全过程模拟实验系统，2022/01/01-2026/12/31，938万，在研；
[2]国家自然科学基金重点项目，多层轻钢龙骨式复合剪力墙结构体系创新、基础理论与设计方法研究，2016/01-2020/12，359万，在研；
[3]国家杰出青年科学基金项目，大跨空间结构抗震、抗风研究，2012/01-2015/12，240万，已结题；
[4]国家自然科学基金重大研究计划—集成项目，空间网格结构地震灾变失效机理与抗震性能提升（子题），2013/01-2015/12，30万，已结题；
[5]国家科技支撑计划，十二五不同地区村镇建适宜性抗震关键技术研究与示范（子题），2011/01-2014/12，42万，已结题；
[6]江苏省建筑产业现代化科技支撑项目，新型装配式轻钢龙骨复合剪力墙结构体系设计与建造关键技术研究，2017/01-2018/12，15万，在研。
近五年代表性论文：
1.Fire-resistance behavior of a newly developed cold-formed steel composite floorJournal of Structural Engineering, ASCE, 2017，143(1), 1-9
2.Simplified prediction of the thermal and mechanical behavior of the cold-formed steel composite floor at room and elevated temperatures.Journal of Structural Engineering, ASCE, 2016, 146 (2), 70-81
3.Design of Cold-formed steel screw connections with gypsum sheathing at ambient and elevated temperatures.Applied Sciences, 2016, 6(9), 248doi:10.3390/app6090248
4.Redundancy of single-layer dome under earthquake action based on response sensitivity.International Journal of Steel Structures, 2016, 16(1), 125-138
5.Experimental study of shear behavior of screw connections in CFS sheathing.Journal of Constructional Steel Research, 2016, 121: 1-12
6.Cyclic testing of two- and three-story cold-formed steel (CFS) shear walls with reinforced end studs.Journal of Constructional Steel Research, 2016, 121: 13-28
7.Cyclic performance of cold-formed steel shear walls sheathed with double-layer wallboards on both sides.Thin-Walled Structures, 2015, 92: 146-159
8.Reversed cyclic performance of cold-formed steel shear walls with reinforced end studs.Journal of Constructional Steel Research, 2015, 113:28-42
9.A new type of Structure: Glass Cable Truss.Journal of Bridge Engineering-ASCE, 2015, 20(12): 04015024-9
10.Behavior of the bolted joints of cable-braced grid shell.Journal of Structural Engineering-ASCE, 2015, 141(12):04015071-14
11.Behavior of cold-formed steel wall stud with sheathing subjected to compression.Journal of Constructional Steel Research, 2015, 116(1): 79-91
12.Development and verification of a flow model of conical vortices on saddle roofs.Journal of Engineering Mechanics, ASCE, 2015, 141(3): 04014127 1-13
13.Structural vulnerability of a single-layer dome under loading based on its form.Journal of Engineering Mechanics, ASCE, 2014, 140(1): 112-127
14.Thermal and mechanical modeling of load-bearing cold-formed steel wall systems in fire.Journal of Structural Engineering, ASCE, 2014, 140 (8): A4013002 1-13
15.Collapse optimization for domes under earthquake using a genetic simulated annealing algorithm,Journal of Constructional Steel Research, 2014, 97: 59-68,
16.Improvement and validation of a flow model for conical vortices.Wind and Structures, 2014, 19(2): 113-144
17.Elevated Temperature Material Degradation of Cold-Formed Steels under Steady and Transient State Conditions.Journal of Materials in Civil Engineering, ASCE, 2013, 25(8): 947-957
18.Improved fire resistant performance of load bearing cold-formed steel interior and exterior wall systems.Thin-Walled Structures,2013, 73(12): 145-157
19.Wind-induced torsion vibration of the super high-rise building of Shenzhen Energy Center.The Structural Design of Tall and Special buildings, 2013, 22(10): 802-815
20.Stability of lamella cylinder cable-braced grid shells.Journal of Constructional Steel Research, 2013, 88(9): 220-230
21.Dynamic nonlinearity and nonlinear single-degree-of-freedom model for cable net glazing.Journal of Engineering Mechanics, ASCE, 2013, 139(10): 1331-1346
22.Simulation of Non-Gaussian Wind Pressure Fields on Domed Structures.Journal of the Chinese Institute of Engineers, 2013, 36(2): 257-271
23.Elastic restrained distortional buckling of steel-concrete composite beams based on elastically supported column method.International Journal of Structural Stability and Dynamics, 2013, 13(1): 1-29
24.Evaluation of the buckling load of an elliptic paraboloid cable-braced grid shell using the continuum analogy.Journal of Engineering Mechanics, ASCE, 2012, 138(12): 1468-1478
25.Full-scale fire experiments on load-bearing cold-formed steel walls lined with different panels.Journal of Constructional Steel Research, 2012, 79(12): 242-254
26.The Modified Force-Density Method for Form-Finding of Membrane Structures.International Journal of Steel Structures, 2012, 12(3): 299-310
27.Simulation of Construction Shape-Forming Process of Cable Domes.Science China (Series E: Technological Sciences), 2012, 55(1): 101-116
28.A Form-Finding Method of Beam String Structures —Offload by Steps Method.International Journal of Steel Structures, 2012, 12(2): 267-283
29.Numerical Simulation of a Non-Gaussian Wind Load.Science China (Series E: Technological Sciences),2012, 55(11): 3057-3069
30.Mechanical properties of G550 cold-formed steel under transient and steady state conditions.Journal of Constructional Steel Research, 2012, 73: 1-11
31.Characteristics of the Wind Pressure Distribution on a Saddle Roof.Journal of the Chinese Institute of Engineers, 2012, 35(2): 219-243
32.The point and area-averaged wind pressure influenced by conical vortices on saddle roofs.Journal of Wind Engineering and Industrial Aerodynamics, 2012, 101:67-84
33.Simulation of Multivariate Non-Gaussian Wind Pressure on Spherical Latticed Structures.Wind and Structures, 2012, 15(3): 223-245
34.A Simplified Multi-Support Response Spectrum Method.Earthquake Engineering and Engineering Vibration, 2012, 11(2): 312-427
35.Nonlinear spectra of cable net facades.Soil and Earthquake Engineering, 2012, 32(1): 71-86
36.Mechanical behavior of glass panels supported by clamping joints in cable net facades.International Journal of Steel Structures, 2012, 12(1): 15-24
37.Strength behavior and collapse of Spatial-reticulated Structures under Multi-Support Excitation.Science China (Series E: Technological Sciences), 2011, 54(6): 1624-1638
38.Vertical coherency function model of spatial ground motion.Earthquake Engineering and Engineering Vibration, 2011, 10(3): 403-415
39.Nonlinear wind resistant design method of cable net facade.International Journal of Structural Stability and Dynamics, 2011, 11(6): 1163-1177
40.The Modified Dynamic Relaxation Method for the Form-finding of Membrane Structures.Advanced Science Letters,2011, 4: 2845-2853
41.Research on failure scenarios of domes based on form vulnerability.Science China (Series E: Technological Sciences), 2011, 54(11): 2834-2853
42.Intensity Failure of domes under Multiple Support Excitation.Earthquake Engineering and Engineering Vibration, 2011, 10(1): 21-36
43.Simulation of non-Gaussian wind pressure fields on domed structures.Advanced Materials Research, 2011, 163-167: 4142-4148
44.抗剪加强型冷弯型钢承重复合墙体低周往复试验研究. 建筑结构学报.2017，38 (8): 116-124
45.基于构形易损性理论的单层网壳结构静力稳定性研究. 工程力学. 2017, 34(1):76-84
46.多点输入下基于响应敏感性的单层球面网壳冗余特性研究. 土木工程学报.2016, (9)：20-29
47.基于PIV技术的平屋盖表面分离泡流动结构研究.工程力学.2016, 33 (11):121-131
48.弯薄壁C 型钢托梁-加气混凝土板组合楼盖足尺耐火试验研究. 建筑结构学报. 2015，36 (8): 108-115
49.冷弯薄壁C 型钢承重组合墙耐火性能简化理论模型研究. 建筑结构学报. 2015，36 (8): 123-132
50.马鞍屋盖表面锥形涡流动模型研究. 工程力学. 2015，32 (5): 168-177
51.基于响应敏感性的单层球面网壳冗余度分析与验证. 建筑结构学报. 2014，35 (11): 85-93
52.地震作用下基于响应敏感性的单层球面网壳冗余度分析方法研究．计算力学学报. 2014，31 (2): 192-198
53.大跨屋盖表面旋涡的PIV试验研究. 工程力学. 2014，31 (11): 161-169
54.基于构形度的强震下单层球壳结构倒塌模式优化研究. 工程力学. 2014, 31 (9): 152-181
55.单层球壳结构强震下倒塌模式的构件截面优化. 振动工程学报．2014，27 (5): 693-702
56.基于改进涡方法的膜结构流固耦合研究. 振动与冲击．2013, 32 (24): 61-69
57.C型冷弯薄壁型钢承重组合墙体足尺耐火试验研究. 土木工程学报. 2013, 46 (8): 1-10
58.大跨平屋盖表面锥形涡流动模型研究. 建筑结构学报. 2013, 34 (6): 13-21
59.静力荷载作用下基于敏感性的单层球壳冗余度分析方法研究. 振动与冲击. 2013, 32 (11): 35-40
60.基于遗传-模拟退火算法单层球壳破坏模式优化. 建筑结构学报. 2013, 34 (5): 33-42
61.单层球壳模型结构振动台试验研究. 建筑结构学报. 2013, 34 (4): 81-90
62.基于非协调边界元法和涡方法的黏性流场研究. 力学学报．2013, 45 (2): 202-213
63.不同风场下大跨平屋盖表面锥形涡诱导的风压特性研究. 土木工程学报. 2012, 45 (10):1-12
64.杆系结构的拓扑易损性分析. 振动与冲击. 2012，31 (17)：67-80
65.G550高强度冷成型钢高温力学性能瞬态试验研究．土木工程学报. 2012，45 (7): 56-64
66.G550高强度冷成型钢高温力学性能稳态试验研究．土木工程学报. 2012，45 (6): 33-42
67.国产Q345冷成型钢高温力学性能瞬态试验研究．建筑结构学报. 2012，33 (2): 41-49
68.董欣，叶继红. 大跨度平屋盖表面风荷载体型系数研究. 土木工程学报. 2012, 45 (4): 29-42
69.陈伟，叶继红．基于势能原理的双轴对称工字梁弹性侧向屈曲研究. 工程力学. 2012, 29 (3): 95-109
70.朱南海，叶继红. 单层球壳的构形易损性分析. 振动与冲击. 2011，30 (6): 248-255
71.董欣，叶继红. 马鞍屋盖表面面积平均风压特性研究. 振动与冲击. 2011，30 (7)：21-31
72.花晶晶，叶继红. 基于应变响应敏感性的单层球面网壳冗余度分析. 计算力学学报．2013，30 (6): 783-789
73.叶继红，陈伟．工字钢-混凝土组合梁弹性约束畸变屈曲研究．建筑结构学报．2011，32 (6): 82-91
近五年专著和教材：
叶继红，冯若强，陈伟. 村镇轻钢结构建筑抗震技术手册，东南大学出版社，2013
主要专利：
1.陈伟，叶继红，汪正流. 一种预制装配轻钢耐火组合楼盖结构. 2015.07，中国发明专利，ZL201310439815.5
2.陈伟，叶继红.预制装配轻钢耐火承重组合墙体结构. 2015.06，中国发明专利，ZL201310442313
3.叶继红，王星星.一种预制装配式冷成型钢楼盖及其施工方法. 2015.03，中国发明专利，ZL201310186550.2
4.陈伟，叶继红.全预制快速装配式轻钢承重复合墙体. 2014.12，中国发明专利，ZL2014107210053
5.叶继红，王星星，冯若强，陈伟.冷成型钢房屋梁与方钢管混凝土柱的连接节点及连接方法. 2014.10，中国发明专利，ZL2014105251152
6.李庆营，叶继红. 剪式铰可展结构偏心节点. 2013.10，中国发明专利，ZL 2012 1 0024636.0
7.董欣，叶继红. 风洞流场显示试验模型旋转支架. 2014.02，中国发明专利，ZL 2012 1 0016917.1
8.叶继红，陈伟. 多层冷成型钢组合房屋住宅结构. 2011.06，中国发明专利，ZL200910029950.6
