基本信息
姓名：葉繼紅出生年月：1967.1
學位：博士
職稱：教授、博導
研究領域：大跨空間結構、輕鋼結構的抗震、抗風、抗火
招收研究生專業：結構工程，防災減災工程與防護工程
E-mail:jhye@cumt.edu.cn
個人簡介：
葉繼紅分别于1989年7月和1991年12月在哈爾濱工業大學獲得學士和碩士學位，于1995年7月在同濟大學獲得博士學位；于1998年和2001年完成哈爾濱工業大學土木、水利博士後流動站、哈爾濱工程大學船舶與海洋工程博士後流動站的研究工作。1993年加入中國共産黨。曾任東南大學土木工程學院副院長、伟德官网bv院長、伟德官网bv黨委教師工作部部長、人力資源部部長。2022年9月起任伟德官网bv黨委常委、副校長。
從事大跨空間結構、輕鋼結構的抗火、抗震、抗風方向的教學與科研工作。先後主持國家自然科學基金重大科研儀器項目、國家自然科學基金重點項目、國家自然科學基金重大研究計劃、國家科技支撐計劃項目課題等科研項目；主編省級工程建設标準1部；在國内外土木類期刊ASCE、JCSR、力學學報、土木工程學報、建築結構學報發表學術論文180餘篇，出版專著1部，主編省部級規劃教材3部；授權國家發明專利20餘項；成果獲中國鋼協科學技術特等獎、教育部科技進步二等獎、江蘇省科技進步二等獎等獎項。是國家傑出青年基金獲得者、教育部新世紀優秀人才、江蘇省特聘教授、江蘇省“333”工程中青年科學技術帶頭人、江蘇省“六大人才高峰”入選者。兼任土木工程學報編委、建築結構學報編委、江蘇省地震工程學會主任委員等。
近五年主持的主要科研項目：
[1]國家自然科學基金-國家重大科研儀器研制項目，真實火場環境隧道結構熱力耦合損傷全過程模拟實驗系統，2022/01/01-2026/12/31，938萬，在研；
[2]國家自然科學基金重點項目，多層輕鋼龍骨式複合剪力牆結構體系創新、基礎理論與設計方法研究，2016/01-2020/12，359萬，在研；
[3]國家傑出青年科學基金項目，大跨空間結構抗震、抗風研究，2012/01-2015/12，240萬，已結題；
[4]國家自然科學基金重大研究計劃—集成項目，空間網格結構地震災變失效機理與抗震性能提升（子題），2013/01-2015/12，30萬，已結題；
[5]國家科技支撐計劃，十二五不同地區村鎮建适宜性抗震關鍵技術研究與示範（子題），2011/01-2014/12，42萬，已結題；
[6]江蘇省建築産業現代化科技支撐項目，新型裝配式輕鋼龍骨複合剪力牆結構體系設計與建造關鍵技術研究，2017/01-2018/12，15萬，在研。
近五年代表性論文：
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.抗剪加強型冷彎型鋼承重複合牆體低周往複試驗研究. 建築結構學報.2017，38 (8): 116-124
45.基于構形易損性理論的單層網殼結構靜力穩定性研究. 工程力學. 2017, 34(1):76-84
46.多點輸入下基于響應敏感性的單層球面網殼冗餘特性研究. 土木工程學報.2016, (9)：20-29
47.基于PIV技術的平屋蓋表面分離泡流動結構研究.工程力學.2016, 33 (11):121-131
48.彎薄壁C 型鋼托梁-加氣混凝土闆組合樓蓋足尺耐火試驗研究. 建築結構學報. 2015，36 (8): 108-115
49.冷彎薄壁C 型鋼承重組合牆耐火性能簡化理論模型研究. 建築結構學報. 2015，36 (8): 123-132
50.馬鞍屋蓋表面錐形渦流動模型研究. 工程力學. 2015，32 (5): 168-177
51.基于響應敏感性的單層球面網殼冗餘度分析與驗證. 建築結構學報. 2014，35 (11): 85-93
52.地震作用下基于響應敏感性的單層球面網殼冗餘度分析方法研究．計算力學學報. 2014，31 (2): 192-198
53.大跨屋蓋表面旋渦的PIV試驗研究. 工程力學. 2014，31 (11): 161-169
54.基于構形度的強震下單層球殼結構倒塌模式優化研究. 工程力學. 2014, 31 (9): 152-181
55.單層球殼結構強震下倒塌模式的構件截面優化. 振動工程學報．2014，27 (5): 693-702
56.基于改進渦方法的膜結構流固耦合研究. 振動與沖擊．2013, 32 (24): 61-69
57.C型冷彎薄壁型鋼承重組合牆體足尺耐火試驗研究. 土木工程學報. 2013, 46 (8): 1-10
58.大跨平屋蓋表面錐形渦流動模型研究. 建築結構學報. 2013, 34 (6): 13-21
59.靜力荷載作用下基于敏感性的單層球殼冗餘度分析方法研究. 振動與沖擊. 2013, 32 (11): 35-40
60.基于遺傳-模拟退火算法單層球殼破壞模式優化. 建築結構學報. 2013, 34 (5): 33-42
61.單層球殼模型結構振動台試驗研究. 建築結構學報. 2013, 34 (4): 81-90
62.基于非協調邊界元法和渦方法的黏性流場研究. 力學學報．2013, 45 (2): 202-213
63.不同風場下大跨平屋蓋表面錐形渦誘導的風壓特性研究. 土木工程學報. 2012, 45 (10):1-12
64.杆系結構的拓撲易損性分析. 振動與沖擊. 2012，31 (17)：67-80
65.G550高強度冷成型鋼高溫力學性能瞬态試驗研究．土木工程學報. 2012，45 (7): 56-64
66.G550高強度冷成型鋼高溫力學性能穩态試驗研究．土木工程學報. 2012，45 (6): 33-42
67.國産Q345冷成型鋼高溫力學性能瞬态試驗研究．建築結構學報. 2012，33 (2): 41-49
68.董欣，葉繼紅. 大跨度平屋蓋表面風荷載體型系數研究. 土木工程學報. 2012, 45 (4): 29-42
69.陳偉，葉繼紅．基于勢能原理的雙軸對稱工字梁彈性側向屈曲研究. 工程力學. 2012, 29 (3): 95-109
70.朱南海，葉繼紅. 單層球殼的構形易損性分析. 振動與沖擊. 2011，30 (6): 248-255
71.董欣，葉繼紅. 馬鞍屋蓋表面面積平均風壓特性研究. 振動與沖擊. 2011，30 (7)：21-31
72.花晶晶，葉繼紅. 基于應變響應敏感性的單層球面網殼冗餘度分析. 計算力學學報．2013，30 (6): 783-789
73.葉繼紅，陳偉．工字鋼-混凝土組合梁彈性約束畸變屈曲研究．建築結構學報．2011，32 (6): 82-91
近五年專著和教材：
葉繼紅，馮若強，陳偉. 村鎮輕鋼結構建築抗震技術手冊，東南大學出版社，2013
主要專利：
1.陳偉，葉繼紅，汪正流. 一種預制裝配輕鋼耐火組合樓蓋結構. 2015.07，中國發明專利，ZL201310439815.5
2.陳偉，葉繼紅.預制裝配輕鋼耐火承重組合牆體結構. 2015.06，中國發明專利，ZL201310442313
3.葉繼紅，王星星.一種預制裝配式冷成型鋼樓蓋及其施工方法. 2015.03，中國發明專利，ZL201310186550.2
4.陳偉，葉繼紅.全預制快速裝配式輕鋼承重複合牆體. 2014.12，中國發明專利，ZL2014107210053
5.葉繼紅，王星星，馮若強，陳偉.冷成型鋼房屋梁與方鋼管混凝土柱的連接節點及連接方法. 2014.10，中國發明專利，ZL2014105251152
6.李慶營，葉繼紅. 剪式鉸可展結構偏心節點. 2013.10，中國發明專利，ZL 2012 1 0024636.0
7.董欣，葉繼紅. 風洞流場顯示試驗模型旋轉支架. 2014.02，中國發明專利，ZL 2012 1 0016917.1
8.葉繼紅，陳偉. 多層冷成型鋼組合房屋住宅結構. 2011.06，中國發明專利，ZL200910029950.6
