重慶大學(xué)土木工程學(xué)院結(jié)構(gòu)工程導(dǎo)師介紹：廖旻懋

重慶大學(xué)百人計劃特聘研究員，博士生導(dǎo)師
2011，美國明尼蘇達大學(xué)，土木工程，博士
2007，清華大學(xué)，土木工程，碩士
2004，清華大學(xué)，土木工程，學(xué)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(xué)與結(jié)構(gòu)選型
?學(xué)術(shù)兼職
美國土木工程師學(xué)會(ASCE)
美國混凝土學(xué)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(dǎo)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(xué)土木工程學(xué)院
郵編：400045
電話：+86 (23) 6512-2690
傳真：+86 (23) 6512-3511
郵箱：liaom@cqu.edu.cn

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