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分类:导师信息 来源:中国考研网 2016-04-08 相关院校:重庆大学
重庆大学百人计划特聘研究员,博士生导师
2011,美国明尼苏达大学,土木工程,博士
2007,清华大学,土木工程,硕士
2004,清华大学,土木工程,学士
研究方向
结构损伤分析;结构非线性分析;结构分析计算方法
主讲课程
建筑力学与结构选型
学术兼职
美国土木工程师学会(ASCE)
美国混凝土学会(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.
获奖情况
2011美国Interdisciplinary Transportation Student Organization论文奖
研究生培养
指导硕士研究生、博士研究生
联系方式
重庆市沙坪坝区沙北街83号
重庆大学土木工程学院
邮编:400045
电话:+86 (23) 6512-2690
传真:+86 (23) 6512-3511
邮箱:liaom@cqu.edu.cn
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