姓名
楼铁炯
性别
男
出生年月
1974/01
职称
研究员
硕/博士生导师
博士生导师
职务
工作单位
道路桥梁与结构工程湖北省重点实验室
专业
结构工程
电子邮箱
tjlou@whut.edu.cn
loutiejiong@dec.uc.pt
硕士生招生方向
结构工程，桥梁与隧道工程
博士生招生方向
结构工程，桥梁与隧道工程
简历楼铁炯，博士，研究员/博士生导师，玛丽居里****。1995年宁波大学土木工程系本科毕业，获工学学士学位；1995至1999年在绍兴从事4年工程管理工作；2002和2005年浙江大学力学系硕士和博士研究生毕业，分别获工学硕士和博士学位；之后在浙江大学从事博士后研究，2007年具有副研究员任职资格；2008年起先后在意大利都灵理工大学和葡萄牙科英布拉大学从事科研工作；2016年底入职武汉理工大学道路桥梁与结构工程湖北省重点实验室。
研究领域? 钢筋及预应力混凝土结构
? 钢-混凝土组合结构
? FRP复合材料结构
? 高强及高性能混凝土
? 结构有限元分析
基金项目? Grant No. 751921, MarieSklodowska-Curie Individual Fellowship, 01/11/2017~31/10/2019, 19.5万欧元, 主持.
? Grant No. SFRH/BPD/66453/2009, FCT(Portuguese Foundation for Science and Technology) Fellowship,
? Fellowship for foreign researchers,co-funded by Regione Piemonte and Politecnico di Torino (Italy),
? 项目编号: , “体外预应力混凝土连续梁受力性能及设计理论研究”, 中国博士后科学基金(一等), 03/2006~06/2007, 5万元, 主持.
近年来代表性论文1.T.J. Lou, S.M.R. Lopes, A.V. Lopes.(2017). Effect of linear transformation on nonlinear behavior of continuousprestressed beams with external FRP cables. Engineering Structures, 147: 410-424.
2.T.J. Lou, M.Y. Liu, S.M.R. Lopes, A.V.Lopes. (2017). Effect of bond on flexure of concrete beams prestressed with FRPtendons. Composite Structures, 173: 168-176.
3.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2017).Effect of relative stiffness on moment redistribution in reinforcedhigh-strength concrete beams. Magazine of Concrete Research, 69(14): 716-727.
4.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2016). Response of continuous concrete beams internally prestressedwith unbonded FRP and steel tendons. Composite Structures, 154: 92-105.
5.T.J. 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.
6.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2016).Numerical modeling of externally prestressed steel-concrete composite beams. Journal ofConstructional Steel Research, 121: 229-236.
7.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2015).FE analysis of short- and long-term behavior of simply supported slenderprestressed concrete columns under eccentric end axial loads causing uniaxialbending. Engineering Structures, 85: 52-62.
8.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2015). Acomparative study of continuous beams prestressed with bonded FRP and steeltendons. Composite Structures, 124: 100-110.
9.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2015).Neutral axis depth and moment redistribution in FRP and steel reinforcedconcrete continuous beams. Composites Part B: Engineering, 70: 44-52.
10.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2015). Redistributionof moments in reinforced high-strength concrete beams with and withoutconfinement. Structural Engineering and Mechanics, 55(2): 379-398.
11.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2015). Numericalmodelling of nonlinear behaviour of prestressed concrete continuous beams. Computersand Concrete, 15(3): 373-389.
12.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2015).Interaction between time-dependent and second-order effects of externallyposttensioned members. ASCE Journal of Bridge Engineering, 20(11), **.
13.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2014).Evaluation of moment redistribution in normal-strength and high-strengthreinforced concrete beams. ASCE Journal of Structural Engineering, 14(10), **.
14.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2014).Factors affecting moment redistribution at ultimate in continuous beamsprestressed with external CFRP tendons. Composites Part B: Engineering, 66:136-146.
15.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2014). Flexureof continuous HSC beams with external CFRP tendons: Effects of fibre elasticmodulus and steel ratio. Composite Structures, 116: 29-37.
16.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2014). Afinite element model to simulate long-term behavior of prestressed concretegirders. Finite Elements in Analysis and Design, 81: 48-56.
17.T.J. 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.
18.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2014). FEmodeling of inelastic behavior of reinforced high-strength concrete continuousbeams. Structural Engineering and Mechanics, 49(3): 373-393.
19.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2013).Flexural response of continuous concrete beams prestressed with externaltendons. ASCE Journal of Bridge Engineering, 18(6): 525-537.
20.T.J. Lou, S.M.R. Lopes,A.V. Lopes. (2013).Nonlinear and time-dependent analysis of continuous unbonded prestressedconcrete beams. Computers & Structures, 119: 166-176.
21.T.J. 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.
22.T.J. Lou, A.V. Lopes, S.M.R. Lopes.(2012). Influence of span-depth ratio on behavior of externally prestressedconcrete beams. ACI Structural Journal, 109(5): 687-695.
