中文版    |     ENGLISH    |     天津大学

教育部“新世纪优秀人才支持计划”入选者

赵秋红




赵秋红 特聘研究员 的个人资料






姓名(中文/汉语拼音)

赵秋红 /Zhao Qiuhong














职称

特聘研究员


职务



导师资格

博导


所在系、所

土木工程系


通讯地址

天津大学建工学院土木工程系


电子信箱



办公室电话



主要研究方向:

高层钢/组合结构抗震

桥梁抗震

高性能结构


主要学历:

博士(结构工程),美国加州大学伯克利分校,土木及环境工程系,2006

工学硕士(结构工程),天津大学,土木工程系,1999

工学学士(结构工程),天津大学,土木工程系,1996

文学学士(科技英语),天津大学,英语系,1996


主要学术经历:

特聘研究员,天津大学,建工学院土木工程系,2013年至今

助理教授,美国田纳西州大学,土木及环境工程系,2007-2012

讲师,美国田纳西州大学,土木及环境工程系,2005–2006

工程师,MSC公司美国加州红木城分公司,2005/1-2005/5

结构工程师,Skidmore, Owings & Merrill 公司美国加州旧金山分公司,2002//5-2002/8


主要讲授课程:

目前讲授:

土木工程前沿技术,博士(全英文)

高等钢结构,硕士留学生(全英文)

研究方法论,硕士留学生(全英文)

大型通用结构计算软件,硕士

桥梁抗震与抗风,本科


主要学术兼职:

目前担任:

中国工程标准化协会轻型钢结构委员会,委员

中国土木工程学会再生混凝土委员会,委员

美国结构稳定学会(Structural Stability Research Council),Task Group on Bridges (TG4), 副主席 (Vice Chair)

美国交通委员会(Transportation Research Board),Committee on General Structures (AFF10) 委员

美国交通委员会(Transportation Research Board),Committee on Construction of Bridges and Structures (AFH40) 委员

美国交通委员会(Transportation Research Board),Committee on Methods of Analyzing Steel Bridges (AFF20) 委员

美国加州注册土木工程师(P.E.)


主要学术成就、奖励及荣誉:

教育部新世纪优秀人才,2013

天津大学北洋青年学者,2013

美国橡树岭大学联盟(ORAU)Ralf E. Powe Faculty Enhacement Award,2008


主要科研项目及角色:

主持纵向科研项目:

01/2019 - 12/2022,中国国家自然科学基金面上项目,“整体式斜交桥梁的抗震性能与设计方法研究”

01/2017 - 12/2020,中国国家自然科学基金面上项目,“高性能组合桥墩跨海大桥抗震性能分析及设计方法研究”

01/2014 - 12/2017,中国国家自然科学基金面上项目,“加疏肋钢板剪力墙及波纹钢板剪力墙的抗震性能和设计方法研究”

01/2014 - 12/2016,教育部高等学校博士学科点专项科研基金,“波浪形钢板剪力墙的抗震性能和设计方法”

04/2014 - 03/2017,天津市应用基础及前沿技术研究重点项目,“整体式桥梁的抗震安全与设计”

主持或共同主持美国交通部/田纳西交通部,美国东南交通研究中心,美国橡树岭大学联盟等科研项目。

参与中国国家自然科学基金重大科研仪器研制,国家重点基础研究发展计划(973计划)等科研项目


代表性论文 / 论著及检索情况:

Selected Publications:

英文期刊:

1.Qiu J., Zhao Q.*, Yu C., Li Z.(2018) "Experimental Studies on Cyclic Behavior of Corrugated Steel Plate Shear Walls" Journal of Structural Engineering, 144(11): 04018200.(SCI, EI)

2.Zhao Q*., Sun J., Li Y., Li Z.(2017) "Cyclic Analyses of Corrugated Steel Plate Shear Walls" The Structural Design of Tall and Special Buildings, 26(16), SI: e1351.(SCI, EI)

3.Zhong-Xian Li*, Ying Gao, Qiuhong Zhao (2016) "A 3D flexure-shear fiber element for modeling the seismic behavior of reinforced concrete columns" Engineering Structures, June, volumn 117, p372-383.(SCI, EI)

4.Jijian Lian, Yan Zhang, Fang Liu, Qiuhong Zhao*(2015)"Analysis of the ground vibration induced by high dam flood discharge using the cross wavelet transform method" Journal of Renewable and Sustainable Energy, Jul, 7(4),043146.(SCI, EI)

5.Han Q., Xu Y.*, Lu Y., Xu J., Zhao Q. (2015)“Failure mechanism of steel arch trusses: Shaking table testing and FEM analysis” Engineering Structures, January,Volumn 82, p186-198.(SCI, EI)

6.Han Q., Lu Y.*, Zhao Q.(2015) “Evaluation for earthquake-resistant capability of un-landing steel arch” Advanced Steel Construction, Jun,11(2),211-222.(SCI, EI)

7.Li, Z., Lv, Y., Xu, L., Ding, Y, and Zhao, Q. (2013) “Experimental studies on nonlinear seismic control of a steel-concrete hybrid structure using MR dampers”Engineering Structures, April, v 49, p 248-263.(SCI, EI)

8.Hastings, J. S., Zhao Q.*, and E. G. Burdette. (2012) “Closure to ‘Steel Girder Stability during Bridge Erection: AASHTO LRFD Check on L/b Ratios’” J. of Bridge Engineering, ASCE, January, Volume 17, Issue 1, pp. 184-185. (SCI, EI)

9.Liu X., Zhao Q., Liu H., Chen Z.* (2011) “Innovations in Design and Construction of the New Stadiums and Gymnasiums for the 2008 Beijing Olympic Games”, Journal of the International Association for Shell and Spatial Structures, Volume 52, pp. 39–53.(EI)

10.Farahani R. V., Zhao Q.*, and Burdette E. G. (2010) “Seismic Analysis of Integral Abutment Bridge in Tennessee, Including Soil–Structure Interaction”, Transportation Research Record, Volume 2201, pp. 70-79 . (SCI, EI)

11.Zhao Q.*, Coffelt S., Zou T., Yu B., Burdette E. G., Hastings J. S. (2010) “Convenient Method for On-Site Check of Single Steel I-Girder Stability During Erection”, Transportation Research Record, Volume. 2172, pp. 59–65.(SCI, EI)

12.Yu B., Zhao Q.*, Burdette E. G. (2010) “Simplified Erection Guidelines for Double I-Girder Systems During Bridge Construction”, Transportation Research Record, Volume 2172, pp. 74–83.(SCI, EI)

13.Zhao Q.*, Yu B., Burdette E. G. (2010) “Effects of Cross-Frame on Stability of Double I-Girder System Under Erection”, Transportation Research Record, Volume 2152, pp. 57–62.(SCI, EI)

14.Hastings, J. S., Zhao Q.*, and E. G. Burdette. (2010) “Steel Girder Stability during Bridge Erection: AASHTO LRFD Check on L/b Ratios”. J. of Bridge Engineering, ASCE, November, Volume 15, Issue 6, pp. 759-762. (SCI, EI)

15.Liu H., Zhao Q., Wang X., Zhou T., Wang D., Liu J., Chen Z.* (2010) “Experimental and Analytical Studies on the Stability of Structural Steel Tube and Coupler Scaffolds without X-bracing”, Engineering Structures, April , Volume 32, Issue 4, pp. 1003-1015.(SCI, EI6

16.Zhang X., Zhao Q., Wang S.*, and Lara-Curzio E. (2010) “Characterizing Strength and Fracture of Wood Cell Wall through Uniaxial Micro-compression Test”, Composites Part A – Applied Science and Manufacturing, Elsevier, May, Volume 41, Issue 5, pp. 632-638.(SCI, EI)

17.Zhao Q.*, Yu B., Burdette E. G., and Hastings J. S. (2009) “Monitoring Steel Girder Stability for a Safer Bridge Erection", J. of Performance of Constructed Facilities, ASCE, December, Volume 23, Issue 6, pp. 391-398.(SCI, EI)

18.Zhao Q.* and Astaneh-Asl, A. (2007) “Seismic Behavior of Steel Shear Wall Systems and Application of Smart Structures Technology," International J. of Steel Structures, KSSC, Vol.7 No.1 , pp. 61-68.(SCI, EI)

19.Zhao Q.* and Astaneh-Asl, A. (2007) “Seismic Behavior of Composite Shear Wall Systems and Application of Smart Structures Technology," International J. of Steel Structures, KSSC, Vol.7 No.1, pp. 69-76.(SCI, EI)

20.Zhao Q. and Astaneh-Asl, A.* (2004) “Cyclic Behavior of Traditional and Innovative Composite Shear Walls," J. of Structural Engineering, ASCE, February, Volume 130, Issue 2, pp. 271-284.(SCI, EI)

中文期刊:

1.赵秋红*,邱静,郝博超,王晴薇. 两边连接竖向波纹钢板剪力墙的抗侧性能[J]. 天津大学学报(自然科学与工程技术版),2019, 52(S2): 46-53. (EI)

2.赵秋红*, 李晨曦, 董硕. 深水桥墩地震响应研究现状与展望[J]. 交通运输工程学报,2019,19(02):1-13. (EI)

3.赵秋红*,邱静,李楠,李忠献.梯形波纹钢板剪力墙抗震性能试验研究[J].建筑结构学报,2018,39(S2):112-120. (EI)

4.赵秋红*,王菲,朱涵. 结构用橡胶混凝土受压全曲线试验及其本构模型[J]. 复合材料学报, 2017. 2018,35(08):2222-2234. (EI)

5.赵秋红*,齐朝阳,安泽宇,陈宝春. 考虑SSI的整体式钢桥抗震性能参数分析[J].交通运输工程学报,2018,18(05):35-46. (EI)

6.赵秋红*,张建周,李忠献. 圆端形不锈钢管混凝土桥墩滞回性能有限元分析[J]. 建筑结构学报, 2017, 38(s1): 435-443. (EI)

7.赵秋红*,王凯杰,李一康,李忠献. 改进钢板-混凝土组合剪力墙结构受力性能分析[J]. 建筑结构学报, 2017, 38(s1):98-104. (EI)

8.赵秋红*,郝博超,李楠. 钢板剪力墙简化分析模型研究[J]. 天津大学学报(自然科学与工程技术版),2017,50(S1):42-52. (EI)

9.赵秋红*,李楠,孙军浩. 波纹钢板剪力墙结构的抗侧性能分析[J]. 天津大学学报(自然科学与工程技术版),2016,S1:152-160. (EI)

10.赵秋红*,张冀豪,陈宝春.整体式斜交桥抗震性能分析[J].地震工程与工程振动,2018,38(04):34-40. (核心)

11.赵硕,赵秋红.部分填充圆端形钢管混凝土桥墩滞回性能分析[J].建筑结构,2018,48(S2):575-580. (核心)

12.邱静,赵秋红*. 加劲钢板剪力墙的研究及应用[J]. 建筑结构,2015,16:52-62. (核心)

13.孙军浩,赵秋红*. 钢板剪力墙的工程应用[J]. 建筑结构,2015,16:63-70. (核心)

14.赵秋红*,邱静,李楠. 波纹钢板剪力墙简化模型分析[J]. 中国科技论文在线精品论文,2018,11(8): 791-798.

发明专利2项,实用新型专利7项。