叶继红

发布时间:2017-09-09浏览次数:1061

/_upload/article/49/0f/27d6ee66412299c1863095da3fc3/665d0609-0dff-4575-b76f-459f8d8708f4.jpg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,女,力学与土木工程学院院长,结构工程、防灾减灾工程学科带头人。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,中国矿业大学越崎学者。现任中国土木工程学会空间结构委员会委员、中国土木工程学会风工程委员会委员、中国建筑学会结构抗倒塌专业委员会委员、江苏省地震工程学会副主任委员、建筑结构学报编委。分别于19897月和199112月在哈尔滨工业大学获得学士和硕士学位,于19957月在同济大学获得博士学位;于1998年和2001年圆满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;2006年做为高级访问学者赴澳大利亚Monash大学进行短期合作研究。主持了国家杰青基金、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子题、教育部博士点基金、江苏省自然科学基金等10余项项目的研究工作。在国内外土木类期刊ASCEJCSRJournal of Wind Engineering and Industrial Aerodynamics、力学学报、土木工程学报、建筑结构学报以第一或通讯作者发表SCIEI收录论文100余篇,出版专著1部,主编教材3部,其中1部为住建部规划教材,参编国标(GB51008-2016)的制定,主编江苏省工程建设地方标准“轻钢龙骨复合剪力墙房屋技术规程(送审稿)”。获得12项国家发明专利授权,部分成果获教育部科技进步二等奖(第1完成人)。此外,还完成了北京四机位维修机库、北京老山奥运自行车馆等重要工程的现场测试、结构分析与安全评价等工作。所指导的研究生中,1人获教育部博士研究生学术新人奖,1人获江苏省优秀博士论文奖励,3人获江苏省优秀硕士论文奖励。

近五年主持的主要科研项目:

[1]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,2016/01-2020/12359万,在研;

[2]国家杰出青年科学基金项目,大跨空间结构抗震、抗风研究,2012/01-2015/12240万,已结题;

[3]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),2013/01-2015/1230万,已结题;

[4]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),2011/01-2014/1242万,已结题;

[5]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,2017/01-2018/1215万,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, 2017143(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), 248 doi: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. 201738 (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. 201536 (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. 201536 (8): 123-132

50.马鞍屋盖表面锥形涡流动模型研究. 工程力学. 201532 (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. 201435 (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. 201431 (2): 192-198

53.大跨屋盖表面旋涡的PIV试验研究. 工程力学. 201431 (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. 201231 (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. 201245 (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. 201245 (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. 201233 (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. 201130 (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. 201130 (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.201330 (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.201132 (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