姓    名：楼铁炯

性    别：男

出生年月：1974年1月

职    称：研究员/博导

学    历：博士研究生

学    位：工学博士

电    话：13588839436

邮    箱：tjlou@whut.edu.cn

个人简历：

楼铁炯，研究员，博士生导师，玛丽居里学者。1995年宁波大学土木工程系本科毕业，2002和2005年获浙江大学力学专业硕士和博士学位，在意大利都灵理工大学、葡萄牙科英布拉大学及英国南安普顿大学共10余年海外科研工作经历，2016年12月武汉理工大学研究员。

主要研究方向：

FRP复合材料结构、预应力混凝土结构、组合结构

主要成果简述：

主要从事现代预应力结构、FRP增强结构、钢-混凝土及木-混凝土组合结构的研究，以第一或通讯作者在国际主流期刊发表SCI论文40余篇，2017年获欧盟玛丽居里奖学金（Marie Sklodowska-Curie Individual Fellowship），资助经费19.5万欧元。

代表性论文：

    1.T. Lou, S. Wu, T.L. Karavasilis, B. Chen*. (2021). Long-term deflection prediction in steel-concrete composite beams.Steel and Composite Structures, 39(1): 21-33.

    2.T. Lou, T.L. Karavasilis, B. Chen*.(2021). Assessment of second-order effect in externally prestessed steel-concrete composite beams. ASCE Journal of Bridge Engineering, 26(6): 04021024.

   3.T. Lou, Z. Li, M. Pang*. (2021). Moment redistribution in continuous externally CFRP prestressed beams with steel and FRP rebars. Polymers, 13: 1181.

   4.M. Shadlou, W. Sun*, T. Lou. (2021). A novel FRP composite with high-strength, high extensibility in tension: 1-D constitutive relation. Composite Structures, 261: 113332.

   5.W. Sun, T. Lou*, M. Achintha. (2021). A novel strong and durable near-surface mounted (NSM) FRP method with cost-effective fillers.Composite Structures, 255: 112952.

   6.M. Pang, Z. Li, T. Lou*.(2020). Numerical study of using FRP and steel rebars in simply supported prestressed concrete beams with external FRP tendons. Polymers, 12: 2773.

   7.T. Lou, C. Peng, D. Min, W. Sun*. (2020). Moment redistribution in unbonded prestressed concrete members: Proposed modification of ACI equation.ACI Structural Journal, 117(6): 71-80.

   8.T. Lou, C. Peng, T.L. Karavasilis, D. Min, W. Sun*. (2020). Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons.Engineering Structures, 209: 109927.

   9.T. Lou, D. Min, W. Sun, B. Chen*. (2020). Numerical assessment of continuous prestressed NSC and HSC members with external CFRP tendons.Composite Structures, 234: 111671.

  10.T. Lou, S.M.R. Lopes, A.V. Lopes, W. Sun*. (2020). A comprehensive FE model for slender HSC columns under biaxial eccentric loads. Structural Engineering and Mechanics, 73(1): 17-25.

  11.W. Sun, T. He, X. Wang, J. Zhang, T. Lou*. (2019). Developing an anchored near-surface mounted (NSM) FRP system for fuller use of FRP material with less epoxy filler. Composite Structures, 226: 111251.

  12.T. Lou*, T.L. Karavasilis. (2019). Numerical evaluation of prestressed steel-concrete composite girders with external FRP or steel tendons. Journal of Constructional Steel Research, 162: 105698.

  13.T. Lou*, T.L. Karavasilis. (2019). Numerical assessment of the nonlinear behavior of continuous prestressed steel-concrete composite beams. Engineering Structures, 190: 116-127.

  14.T. Lou*, T.L. Karavasilis. (2018). Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons. Composite Structures,194: 365-376.

  15.T. Lou*, M. Liu, S.M.R. Lopes, A.V.Lopes. (2017). Moment redistribution in two-span prestressed NSC and HSC beams. Materials and Structures, 50: 246.

  16.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2017). Effect of linear transformation on nonlinear behavior of continuous prestressed beams with external FRP cables.Engineering Structures, 147: 410-424.

  17.T. Lou*, M. Liu, S.M.R. Lopes, A.V.Lopes. (2017). Effect of bond on flexure of concrete beams prestressed with FRP tendons. Composite Structures, 173: 168-176.

  18.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2017).Effect of relative stiffness on moment redistribution in reinforced high-strength concrete beams. Magazine of Concrete Research, 69(14): 716-727.

  19.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2016).Response of continuous concrete beams internally prestressed with unbonded FRP and steel tendons. Composite Structures, 154: 92-105.

  20.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2016).Time-dependent behavior of concrete beams prestressed with bonded AFRP tendons. Composites Part B: Engineering, 97: 1-8.

  21.T. Lou, S.M.R. Lopes*, A.V.Lopes. (2016). Numerical modeling of externally prestressed steel-concrete composite beams. Journal of Constructional Steel Research, 121: 229-236.

  22.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2015). FE analysis of short- and long-term behavior of simply supported slender prestressed concrete columns under eccentric end axial loads causing uniaxial bending. Engineering Structures, 85: 52-62.

  23.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2015). A comparative study of continuous beams prestressed with bonded FRP and steel tendons.Composite Structures, 124: 100-110.

  24.T. Lou*, S.M.R. Lopes, A.V.Lopes. (2015). Neutral axis depth and moment redistribution in FRP and steel reinforced concrete continuous beams. Composites Part B: Engineering, 70: 44-52.

  25.T. Lou, S.M.R. Lopes*, A.V.Lopes. (2015). Redistribution of moments in reinforced high-strength concrete beams with and without confinement. Structural Engineering and Mechanics, 55(2): 379-398.

  26.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2015). Numerical modelling of nonlinear behaviour of prestressed concrete continuous beams.Computers and Concrete, 15(3): 373-389.

  27.T. Lou, S.M.R. Lopes*, A.V.Lopes. (2015). Interaction between time-dependent and second-order effects of externally posttensioned members. ASCE Journal of Bridge Engineering, 20(11), 06015003.

  28.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2014). Evaluation of moment redistribution in normal-strength and high-strength reinforced concrete beams. ASCE Journal of Structural Engineering, 14(10), 04014072.

  29.T. Lou, S.M.R. Lopes*, A.V.Lopes. (2014). Factors affecting moment redistribution at ultimate in continuous beams prestressed with external CFRP tendons.Composites Part B: Engineering, 66: 136-146.

  30.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2014). Flexure of continuous HSC beams with external CFRP tendons: Effects of fibre elastic modulus and steel ratio. Composite Structures, 116: 29-37.

  31.T. Lou*, S.M.R. Lopes, A.V. Lopes.(2014). A finite element model to simulate long-term behavior of prestressed concrete girders. Finite Elements in Analysis and Design, 81: 48-56.

  32.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2014). External CFRP tendon members: Secondary reactions and moment redistribution. Composites Part B: Engineering, 57: 250-261.

  33.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2014). FE modeling of inelastic behavior of reinforced high-strength concrete continuous beams. Structural Engineering and Mechanics, 49(3): 373-393.

  34.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2013). Flexural response of continuous concrete beams prestressed with external tendons. ASCE Journal of Bridge Engineering, 18(6): 525-537.

  35.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2013). Nonlinear and time-dependent analysis of continuous unbonded prestressed concrete beams. Computers & Structures, 119: 166-176.

  36.T. Lou, S.M.R. Lopes*, A.V. Lopes.(2012). Numerical analysis of behaviour of concrete beams with external FRP tendons. Construction and Building Materials, 35: 970-978.

  37.T. Lou*, A.V. Lopes, S.M.R. Lopes. (2012). Influence of span-depth ratio on behavior of externally prestressed concrete beams. ACI Structural Journal, 109(5): 687-695.

  38.T. Lou*, Y. Xiang. (2010). Numerical analysis of second-order effects of externally prestressed concrete beams. Structural Engineering and Mechanics, 35(5): 631-643.

  39.T. Lou*, Y. Xiang. (2008). Numerical method for biaxially loaded reinforced and prestressed concrete slender columns with arbitrary section.Structural Engineering and Mechanics, 28(5): 587-601.

  40.M. Pang, T. Lou*, M. Zhao. (2008). On modal energy in civil structural control. Journal of Zhejiang University-Science A, 9(7): 878-887.

  41.T. Lou*, Y. Xiang. (2007). Effects of ordinary tension reinforcement on the response of beams with unbonded tendons. Advances in Structural Engineering, 10(1): 95-109.

  42.T. Lou*, Y. Xiang. (2006). Finite element modeling of concrete beams prestressed with external tendons. Engineering Structures, 28(14): 1919-1926.

对研究生的要求：

招收结构工程、桥梁与隧道工程方向研究生，欢迎土木工程、力学相关背景学生报考。