Academic Degrees
PhD in Bridge and tunnel engineering,2009, Huazhong university of science and technology;
Master in Road and railway engineering,2001, Huazhong university of science and technology;
Bachelor in Highway and urban road engineering,1994, Wuhan institute of urban construction.
Professional Experience
Associate Professor(2011-present); Huazhong university of science and technology,
Lecturer(2000-2011); Huazhong university of science and technology,
Lecturer(1999-2000); Wuhan institute of urban construction,
Assistant Professor(1994-1999); Wuhan institute of urban construction,
Selected Publications
1] Liao Bi-hai, Wang Guo-ding. Research and application of arch bridge strengthening new methods. Highway. 2006, 10: 34~37.
[2] Liao Bi-hai, Chen Rui. Damage analysis and reinforcement research of damaged oblique multiple arch bridge. China Municipal Engineering. 2007, 1: 26~27.
[3] Liao Bi-hai, Chen Xu-yong, Wang Guo-ding. Calculate practical method of solid abdomen area on catenary arch and center of gravity. Central South Highway Engineering. 2007, 02: 114~116.
[4] Liao Bi-hai, Huang Li-feng, Wang Guo-ding. Application of equal stress method in arch bridge reinforcement new method. Highway. 2007, 5: 90~93.
[5] Liao Bi-hai, Wang Yuan-han. Test and reinforcing old arch bridges. In: International Conference on Health Monitoring of Environment Structure Material. Nanjing, China. Nanjing: Southeast University Press, October, 16~18, 2007: 934~940.
[6] Liao Bi-hai, Wang Yuan-han, Cheng Hong-guang et al. Reinforcement and numerical analysis on the corbel of a half-through arch bridge. Journal of Chongqing University (English Edition),2009, (1):57~62.
[7] Bi-hai Liao, Yu Miao, Zuwen Luo. Dual hybrid boundary node method for transient eddy current problem. Applied Mathematical Sciences (ISSN 1312~885X). 2009, 3(32):1567~1577.
[8] Li jie, Liao Bi-hai, huangminshui. Structural Damage Identification via Modal Data based Genetic Algorithm. The International Conference on Computational Intelligence and Software Engineering (CiSE2010), Wuhan, China. Dec 14~16, 2010：254~258.
[9] Bi Hai LIAO,Dong Qiang ZHOU. Simulation of bridge dynamic performance under the living load of a moving vehicle. The 2010 international Conference on Computer Application and System Modeling, Taiyuan, China . Ocotober 22~24, 2010, V12:174~176.
[10] Yu Miao, Qiao Wang, Bi-hai Liao , Junjie Zheng. A Dual Hybrid Boundary Node Method for 2D Elastodynamics Problems. Computer Modeling in Engineering ＆ Sciences . 2009, 53(1):1~22.
[11] Pan Cong, Liao Bi-hai. Calculation method of spandrel-filled arch bridge checking coefficient based on condition visual inspection. Chongqing Jiaotong University Journal(Natural Sciences Edition).2013-09-15:1674-0696.
[12] Jin He-Wei, Liao Bi-hai. Design and construction key technology of multi span multiple arch bridge. Construction Technology.2014.
[13] Pan Cong, Liao Bi-hai, Zhu Yun-feng. Analysis of the Factors of Diseases and Research on Reinforcement Measures of Equal Span Beam-less Slab Bridge. The 14th National Conference on Bridge,2014.
