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重慶大學百人計劃特聘研究員，博士生導師

2011，美國明尼蘇達大學，土木工程，博士
2007，清華大學，土木工程，碩士
2004，清華大學，土木工程，學士

研究方向

結(jié)構(gòu)損傷分析；結(jié)構(gòu)非線性分析；結(jié)構(gòu)分析計算方法

主講課程

建筑力學與結(jié)構(gòu)選型

學術(shù)兼職

美國土木工程師學會(ASCE)
美國混凝土學會(ACI)

主要成果

[1] Liao, M. et al. “Computation of coefficients of crack-tip asymptotic fields using the weak form quadrature element method,” ASCE Journal of Engineering Mechanics, DOI: 10.1061/(ASCE)EM.1943-7889.0000904, 2015.
[2] Liao, M. et al. “Calculation of mode III stress intensity factors by the weak-form quadrature element method,” Archive of Applied Mechanics, DOI: 10.1007/s00419-015-1006-7, 2015.
[3] Liao, M. and Zhong, H. “Application of a weak form quadrature element method to nonlinear free vibrations of thin rectangular plates,” International Journal of Structural Stability and Dynamics, DOI: 10.1142/S0219455416400010, 2015.
[4] Liao, M. and Ballarini, R. “Toward a fracture mechanics-based design approach for unbonded concrete overlay pavements,” ASCE Journal of Engineering Mechanics, 138(9), 1195-1204, 2012.
[5] Liao, M., Okazaki, T., Ballarini, R., Schultz, A.E. and Galambos, T.V. “Closure to nonlinear finite-element analysis of critical gusset plates in the I-35W bridge in Minnesota,” ASCE Journal of Structural Engineering, 138(6), 840-841, 2012.
[6] Liao, M., Okazaki, T., Ballarini, R., Schultz, A.E. and Galambos, T.V. “Nonlinear finite-element analysis of critical gusset plates in the I-35W bridge in Minnesota,” ASCE Journal of Structural Engineering, 137(1), 59-68, 2011.
[7] Ballarini, R. and Liao, M. “The infamous gusset plates,” The City, the River, the Bridge, University of Minnesota Press, 2011.
[8] Ballarini, R., Jost, S. and Liao, M. “Distributed damage creates flaw tolerance,” Engineering Fracture Mechanics, 78(9), 2004-2009, 2011.
[9] Liao, M., Okazaki, T., Ballarini, R., Schultz, A.E. and Galambos, T.V. “Analysis of critical gusset plates in the collapsed I-35W bridge,” Proceedings of the 2009 Structures Congress, 2159-2168, 2009.
[10] Liao, M. and Zhong, H. “Nonlinear vibration analysis of tapered Timoshenko beams,” Chaos, Solitons and Fractals, 36(5), 1267-1272, 2008.
[11] Zhong, H. and Liao, M. “Higher-order nonlinear vibration analysis of Timoshenko beams by the spline-based differential quadrature method,” Shock and Vibration, 14(6), 407-416, 2007.

獲獎情況

2011美國Interdisciplinary Transportation Student Organization論文獎

研究生培養(yǎng)

指導碩士研究生、博士研究生

聯(lián)系方式

重慶市沙坪壩區(qū)沙北街83號
重慶大學土木工程學院
郵編：400045
電話：+86 (23) 6512-2690
傳真：+86 (23) 6512-3511
郵箱：liaom@cqu.edu.cn