李兆霞，女；集团教授、博导，集团土建交通学部委员、galaxy银河工程力学系教师、工程力学系力学学科学术带头人。

1984.08～今 南京工公司（集团）工作，期间于1997年06月-2000年05月和2005年11月~2009年12月两次出任galaxy银河副经理，期间还担任了二届土木公司工程力学系主任   

1985.09～1988.07 河海大学水工结构工程专业 工学博士

1982.03～1984.07 南京工公司（现集团）计算力学专业 工学硕士1978.02～1982.02 南京工公司（现集团）力学团队班 理学士 

 学术兼职：

中国力学学会理事、江苏省力学学会常务理事。

 主要研究领域：

   结构损伤多尺度模拟和分析；结构健康监测、损伤检测及识别；大型复杂结构有限元建模及其仿真分析方法；基于健康监测的结构状态评估；工程材料的损伤本构关系；损伤力学及其在结构工程中的应用；

 主要学术业绩：

长期承担力学本科和研究生教学，主持完成国家教育部和江苏省“面向21世纪力学系列课程改革”子项研究，主编并出版“九五”国家级重点教材。主持完成多项国家和江苏省自然科学基金、国家留学回国人员资助项目，曾获部级科技进步三等奖。在学术刊物上刊登学术论著100多篇，其中被SCI、EI、ISTP收录40多篇次。入选江苏省“333工程”和“六大人才高峰”。

 目前负责和参与的科研项目：

代表性论著：

1.李兆霞, 损伤力学及其应用，科学出版社，北京，2002

2.郭应征，李兆霞，应用力学基础，高等教育出版社，北京，2000

3.吴佰建，李兆霞*，汤可可，大型土木结构多尺度模拟与分析－从材料多尺度力学到结构多尺度力学，力学进展，37（3），2007：321-336（*通讯作者）

4.Z. X. Li (李兆霞),T. Q. Zhou, T. H. T. Chan, Y. Yu, Multi-scale Numerical Analysis on Dynamic Response and Local Damage in Long-span Bridges, Engineering Structures, 2007 (SCI、EI)

5.Z.X. Li (李兆霞), T.H.T. Chan, Fatigue Criterions Feasible for State Assessment of Long-span Steel Bridges with Health Monitoring, Theoretical and Applied Fracture Mechanics, 46(2), 2006: 114-127 (SCI、EI)

6.Z.X. Li (李兆霞),T.Q. Zhou, T.H.T. Chan，Accumulative Damage Near Crack Tip for Welded Bridge Components: Fatigue Life Determination, Theoretical and Applied Fracture Mechanics，43(2) , 2005: 245-260 (SCI, EI)

7.Z.X. Li, A.Q. Li, Y.P. Huang, Quantitative evaluation of cracking in concrete and its Application to Damage Assessment in Concrete Structures, Materials for Safety and Health – Mesoscopic and Multiscale Consideration in Modern Science and Engineering, Proc. of the 7^th Int. Conf. On Mesomechanics, Montreal, Canada, August 1-4, 2005, Ed. by G.C. Sih and T Vu-Khanh, 514-522

8.李兆霞，郭力，徐玉兵，桥梁焊接构件疲劳损伤测试与分析，集团学报, 35(3), 2005: 415-420 (EI)

9.T.H.T. Chan, T.Q. Zhou, Z.X. Li (李兆霞), L. Guo, Hot Spot Stress Approach for Tsing Ma Bridge Fatigue Evaluation under Traffic Using Finite Element Method, STRUCTURAL ENGINEERING AND MECHANICS, 19(3), 2005: 261-279 (SCI, EI)

10.T.H.T. Chan, Z.X. Li (李兆霞)& J. M. Ko, Evaluation Of Typhoon Induced Fatigue Damage Using Health Monitoring Data, STRUCTURAL ENGINEERING AND MECHANICS, 17(5), May 2004: 655-670 (SCI, EI)

11.Z.X. Li (李兆霞), T.H.T. Chan, R. Zheng, Statistical Analysis of Online Strain Response and Its Application in Fatigue Assessment of a Long-span Steel Bridge, Engineering Structures, 25(14), 2003: 1731-1741 (SCI, EI)

12.李兆霞，李爱群，陈鸿天，郭力，周太全，大跨桥梁结构以健康监测和状态评估为目标的有限元模拟，集团学报，33(5), 2003: 562-572 (EI)

13.Z.X. Li (李兆霞), T.H.T. Chan, J.M. Ko, Determination of effective stress range and its application On fatigue assessment of existing bridges, International Journal of Solids & Structures，39 (9), 2002: 2401-2417 (SCI, EI)

14.Z.X. Li (李兆霞), T.H.T. Chan, J.M. Ko, Evaluation of typhoon induced fatigue damage for Tsing Ma Bridge, Engineering Structures, 24 (8), 2002: 1035-1047 (SCI, EI)

15.Z. X. Li (李兆霞), T. H. T. Chan, J. M. Ko, Fatigue Analysis and Life Prediction of the Bridges with Health Monitoring Data, Part I: Methodology and Strategy, International Journal of Fatigue, 2001, 23(1): 45-53 (SCI, EI)

16.T. H. T. Chan, Z. X. Li (李兆霞), J. M. Ko, Fatigue Analysisand Life Prediction of the Bridges with Health Monitoring Data – Part II: Application, International Journal of Fatigue, 2001, 23(1): 55-64 (SCI, EI)

17.Z. X. Li (李兆霞), T. H. T. Chan, J. M. Ko, Fatigue Damage Model for Bridge under Traffic Loading: Application Made to Tsing Ma Bridge, Theoretical and Applied Fracture Mechanics, 2001, 35(1), 81-91 (SCI, EI)

18.Z.X. Li (李兆霞), J.M. Ko, T.H.T. Chan, Modeling of load interaction and overload effect on fatigue damage of steel bridges, Fatigue & Fracture of Engineering Materials & Structures, 2001, 24(6), 379-390 (SCI, EI)

19. Z. X. Li (李兆霞), J. M. Ko, Y.Q. Ni, Shear stress analysis of Timoshenko’s beam with multiply connected cross section, Acta Mechanica Solida Sinica, 14(1), 2001, pp. 48-57 (SCI)

20.Z. X. Li (李兆霞), J. M. Ko, Y.Q. Ni, Torsional Rigidity of Reinforced Concrete Bars with Arbitrary Sectional Sharp, Finite Element in Analysis & Design, 2000, 35(4), 349-361 (SCI, EI)