人物履歷
2001年至2005年在華中科技大學土木工程專業完成本科學習,期間2004年赴香港理工大學進行交流學習。
2005年至2009年在美國路易斯安那州立大學土木工程專業學習,獲工學博士學位。
2009年至2012年就職於美國埃克森美孚石油公司,先後擔任高級研究工程師、項目主管。
2011年入選中組部“青年千人計畫”,2012年鄧露成為湖南大學引進的唯 一一位中組部首批 “青年千人計畫”入選者。
2012年-2015年 湖南大學土木工程學院,教授,博士生導師。
2015年—2017年:湖南大學土木工程學院,副院長
2017年—2018年:湖南大學研究生院學位辦公室,副主任
2018年9月-: 湖南大學研究生院副院長兼學位辦主任
任免信息
2017年12月19日,當選為湖南省青年聯合會第十一屆委員會副主席。
研究方向
車橋耦合振動(動力衝擊係數、車輛動態稱重、振動控制等)
橋樑限載、疲勞
海洋結構(海上風機、採油平台)概念設計、振動、安全評估
學術成果
截止2016年12月,主持國家自然科學基金項目2項、湖南省傑出青年基金項目1項,參與國家高技術研究發展計畫(863計畫)1項。共發表學術論文90餘篇,其中SCI論文40餘篇,出版英文專著1部。 (詳見 主要作品目錄)
學術兼職
期刊編委
美國土木工程師協會 ASCE《Journal of Bridge Engineering》副主編
中國工程院院刊《Engineering》青年通訊評審專家
學會兼職
湖南省力學學會常務理事
中國海洋工程協會常務理事
美國土木工程師協會試驗分析與器械委員會委員
國際橋樑維護與安全協會會員
國際橋樑與結構工程協會會員
ASCE《Journal of Bridge Engineering》等20餘個國際期刊審稿專家
主要作品
英文期刊論文 [1]Deng L., and Cai C.S. (2007). “Application of fiber optic sensors in civil Engineering.” Structural Engineering and Mechanics, an International Journal 25(5), 577-596. (SCI) [2]Deng L., and Cai C.S. (2009). “Identification of parameters of vehicles moving on bridges.” Engineering Structures, 31, 2474-2485. (SCI) [3] Xiong W., Xiao R.C.,Deng L., and Cai, C.S. (2010). “Methodology of long-term real-time condition assessment for existing cable-stayed bridges.” Advances in Structural Engineering, 13(1), 111-125. (SCI) [4]Deng L., and Cai C.S. (2010). “Bridge model updating using response surface method and genetic algorithm.” Journal of Bridge Engineering (ASCE), 15(5), 553-564. (SCI) [5]Deng L., and Cai C.S. (2010). “Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges.” Engineering Structures, 32, 21-31. (SCI) [6]Deng L., and Cai C.S. (2010). “Bridge Scour: Prediction, Modeling, Monitoring, and Countermeasures – Review.” Practice Periodical on Structural Design and Construction (ASCE), 15(2), 125-134. [7] Yin X.F., Cai C.S., Fang Z., andDeng L.(2010). “Bridge vibration under vehicular loads – tire patch contact versus point contact.” International Journal of Structural Stability and Dynamics, 10(3), 529-554. (SCI) [8] Yin X.F., Cai C.S., Fang Z., andDeng L.(2010). “Non-stationary random vibration of bridges under vehicles with variable speed.” Engineering Structures, 32, 2166-2174. (SCI) [9]Deng L., and Cai C.S. (2010). “Identification of dynamic vehicular axle loads: theory and simulations.” Journal of Vibration and Control, 16(14), 2167-2194. (SCI) [10]Deng L., and Cai C.S. (2011). “Identification of dynamic vehicular axle loads: demonstration by a field study.” Journal of Vibration and Control, 17(2), 183-195. (SCI) [11]Deng L., Cai C.S., and Barbato M. (2011). “Reliability-based dynamic load allowance for capacity rating of prestressed concrete girder bridges.” Journal of Bridge Engineering (ASCE), 16(6), 1-9. (SCI) [12] Xiong W., Cai C.S., Xiao R.C., andDeng L.(2011). “Concept and analysis of stay cables with a CFRP steel composite section.” Accepted, Korean Society of Civil Engineers. (SCI) [13] Shao X.D., Hu J.,Deng L., and Cao J.H. (2014). “Conceptual design of super-span partial ground-anchored cable-stayed bridges with crossing stay cables.” Journal of Bridge Engineering (ASCE), 19(3), 06013001. (SCI) [14] Zhang Y., Cai C.S., andDeng L.(2014). “Piezoelectric-based energy harvesting in bridge systems”. Journal of Intelligent Material Systems and Structures, 25(12), 1414-1428. (SCI) [15]Deng L., Yu Y., Zou Q.L., and Cai, C.S. (2014). “State-of-the-art Review on Dynamic Impact Factors of Highway Bridges”. Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000672, 04014080. (SCI) [16]Wang W., Yan W.C., Deng L., and Kang H.J. (2014). “Dynamic Analysis of a Cable-Stayed Concrete-filled Steel Tube Arch Bridge under Vehicle Loading”. Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000675, 04014082. (SCI) [17]Deng L., Wang W., and Yu Y.(2014). “State-of-the-art Review on the Causes and Mechanisms of Bridge Collapse”. Journal of Performance of Constructed Facilities (ASCE) 10.1061/(ASCE)CF.1943-5509.0000731, 04015005. (SCI) [18]Deng L., He W., and Shao Y.(2014). “Dynamic impact factors for shear and bending moment of simply-supported and continuous concrete girder bridges.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000744, 04015005. (SCI) [19]Deng L., and Wang F.(2014). “Impact factors of simply-supported prestressed concrete girder bridges due to vehicle braking.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000764, 06015002. (SCI) [20]Deng L., Wang F., and He W.(2015). “Dynamic Impact Factors for Simply-supported Bridges due to Vehicle Braking.” Advances in Structural Engineering, 18(6), 791-801. (SCI) [21]Yu Y., Deng L., Wang W., and Cai, C.S. (2015). “Local impact analysis for deck slabs of prestressed concrete box-girder bridges subject to vehicle loading”. Journal of Vibration and Control, 已錄用. (SCI) [22]Deng L., Yan W.C., and Zhu Q.J(2015). “Vehicle impact on deck slab of concrete box-girder bridges due to damaged expansion joints.” Journal of Bridge Engineering (ASCE), 已錄用. (SCI) [23] Yin X., Liu Y.,Deng L., Cai C.S. (2015). “Impact factors of bridges in service under stochastic traffic flow and road surface progressive deterioration”. Advances in Structural Engineering, 已錄用. (SCI) [24]Deng L., Cao R., and Wang W.(2015). “A multi-point tire model for studying bridge-vehicle coupled vibration.” International Journal of Structural Stability and Dynamics, 已錄用. (SCI) [25]Zou Q., Deng L., Guo T., and Yin X. (2015). “Comparative study of different numerical models for vehicle-bridge interaction analysis.” International Journal of Structural Stability and Dynamics, 已錄用. (SCI) [26]Wang W., and Deng L. (2015). “Impact Factors for Fatigue Design of Steel I-girder Bridges.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000885, 04016011. (SCI) [27]Yan W.C., and Deng L.(2015). “Allowable slope change of approach slabs based on the interacted vibration with passing vehicles.” KSCE Journal of Civil Engineering (ASCE), 已錄用. (SCI) [28]Yu Y., Cai C.S., andDeng L.(2015). “Vehicle axle identification using wavelet analysis of bridge global responses”. Journal of Vibration and Control, 2015: 1077546315623147. (SCI) [29]Yu Y., Cai C.S., andDeng L. (2015). “State-of-the-art Review on Bridge Weigh-in-motion Technology”. Journal of Bridge Engineering (ASCE), 已錄用. (SCI) [30]Zou Q.L.,Deng L., and Jiang C. (2015). “Predicting the Bounds of Vehicle-induced Bridge Responses” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000911, 04016046. (SCI) [31] Chen Y.L., Huang L., Lu Y.Q.,Deng L., Tan H.Z. (2016) “Assessment of Structural Robustness under Different Events according to Vulnerability.” Journal of Performance of Constructed Facilities (ASCE), 10.1061/(ASCE)CF.1943-5509.0000854, 04016004. (SCI) [32]Wang W., Deng L.,Shao X.D. (2015) “Number of stress cycles for fatigue design of simply-supported steel I-girder bridges considering the dynamic effect of vehicle loading.” Engineering Structures, 2016, 110: 70-78. (SCI) [33] Zhang S., Shao X., Cao J., Cui J., Hu J., andDeng L.(2016). “Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000905, 04016039. (SCI) [34] Ji W,Deng L., Liu S., Lin P. (2016) “Study of vertical bending vibration behavior of continuous prestressed concrete box girders with corrugated steel webs”. Advances in Structural Engineering, 2016, 19(6): 953-965. (SCI) [35] Yin X., Liu Y.,Deng L., Kong X. (2016) “Dynamic Behavior of Damaged Bridge with Multi-Cracks Under Moving Vehicular Loads”. International Journal of Structural Stability and Dynamics, 2016: 1750019. (SCI) [36] Xu G., Cai C.S.,Deng L.(2016) “Numerical prediction of solitary wave forces on a typical coastal bridge deck with girders”. Structure and Infrastructure Engineering, 2016: 1-19. (SCI) [37]Wang, W., Deng, L.,and Shao, X.D. (2016). “Fatigue Design of Steel Bridges Considering the Effect of Dynamic Vehicle Loading and Overloaded Trucks.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000914, 04016048. (SCI)
[38] Yu, Y., Cai, C.S., andDeng, L.(2016). “State-of-the-art Review on Bridge Weigh-in-motion Technology.” Advances in Structural Engineering, DOI: 10.1177/1369433216655922; 已錄用 (SCI)[39] Yuan, J.,*Deng, L., and Wei He (2016) “Evaluation of existing PC bridges considering the randomness of live load distribution factor due to vehicle transverse loading position.”Advances in Structural Engineering,已錄用 (SCI)
[40] He, W., *Deng, L., Shi, H., Cai, C.S., and Yu, Y. (2017) “A novel virtual simply-supported beam method for detecting vehicle speed and axles.”Journal of Bridge Engineering (ASCE),已錄用 (SCI)[41] Cao, J., Shao, X.,Deng, L.and Cui, J., Gan, Y. (2016). “Static and Fatigue Behavior of Short Headed Studs Embedded in Thin UHPC Layer”.Journal of Bridge Engineering (ASCE),已錄用 (SCI)[42] Kong, X., Cai, C.S.,Deng, L.and Zhang, W. (2016). “Using Dynamic Responses of Moving Vehicles to Extract Bridge Modal Properties of a Field Bridge”.Journal of Bridge Engineering (ASCE15),已錄用 (SCI)
[43]L. Deng, W. Wang, and C.S. Cai (2017). “Fatigue reliability-based optimal pavement maintenance cycle of the simply-supported steel I-girder bridges considering the dynamic effect of vehicle loading”,Engineering Structures,已錄用 (SCI)
中文期刊論文
[1]鄧露*, 李向東 (2005). “路基土的CBR強度與壓實度關係的試驗研究.” 華中科技大學學報(城市科學版), 22(z1), 109-111.(pdf)
[2]鄧露*, 何維,王芳 (2015). “不同截面類型簡支梁橋的動力衝擊係數研究.” 振動與衝擊, 34(14):74–79. (EI)(pdf)
[3]鄧露*,閆王晨,朱全軍 (2015). “路橋過渡段容許台階高度的確定.” 湖南大學學報, 42(3):100-105. (EI)(pdf)
[4]鄧露*,肖志穎,黃民希,宋曉萍,吳海濤 (2015). “考慮流固耦合的近海風機動力回響數值計算.” 湖南大學學報, 42(7):1-8. (EI)(pdf)
[5]鄧露*,王芳 (2015). “汽車制動作用下預應力混凝土簡支梁橋的動力回響及衝擊係數研究” 湖南大學學報, 42(9):52-58. (EI)(pdf)
[6] 殷新峰,鄧露*(2015). “隨機車流作用下橋樑衝擊係數分析.” 湖南大學學報, 42(9):68-75. (EI)(pdf)[7]鄧露*,畢濤,何維 (2015). “考慮橋樑限重標誌對駕駛員行為約束的車輛荷載效應研究.” 湖南大學學報, 42(11):49-55. (EI)(pdf)
[8]鄧露*,王彪,肖志穎,宋曉萍,吳海濤 (2015). “鋼筋混凝土浮式風機平台的概念設計與性能研究.” 華中科技大學學報, 44(1):11-15. (EI)(pdf)
[9]鄧露*,肖志穎,王彪,宋曉萍,吳海濤 (2015).“半潛型浮式風機平台的完整穩定性研究.” 哈爾濱工程大學學報, 已錄用. (EI,CSCD)
[10] 冀偉,鄧露*,藺鵬臻 (2016) “變截面波形鋼腹板PC箱梁橋的動力特性分析.” 鐵道工程學報,2016(3):60-64. (EI)(pdf)
[11] 冀偉,鄧露*,何維,劉世忠,藺鵬臻 (2016).“公路波形鋼腹板PC簡支箱梁橋衝擊係數的計算分析.” 橋樑建設,46(3):35-39. (EI)(pdf)
[12]鄧露*,黃民希,肖志穎,宋曉萍,吳海濤(2015).“考慮氣動阻尼的浮式風機頻域回響分析.” 湖南大學學報, 已錄用. (EI,CSCD)
[13] 冀偉,鄧露*, 劉世忠, 藺鵬臻 (2015). “等截面波形鋼腹板PC連續箱梁橋豎向彎曲振動頻率的計算.” 振動與衝擊,已投稿. (EI)
[14]鄧露*,王維 (2016). “公路橋樑動力衝擊係數研究進展.”動力學與控制學報, 已錄用. (EI)
[15]鄧露*,畢濤,何維,王維 (2016). “基於橋樑構件疲勞壽命的公路橋樑限載研究.” 中國公路學報, 已錄用. (EI)
[16]鄧露*, 王彪, 肖志穎, 宋曉萍 (2016). “半潛型浮式風機平台的研究綜述.” 船舶工程, 38(4):1-6. (CSCD)(pdf)
[17]鄧露*, 唐梓珈, 王彪, 宋曉萍, 吳海濤 (2016). “半潛型浮式風機運動特徵及系泊系統的研究.” 船舶工程, 2016,38(8):1-6. (CSCD)
[18]鄧露*,鮮亞蘭,邵旭東(2016).“輕型鋼-UHPC組合橋面板的疲勞可靠性評估.”中南大學學報,已錄用.(EI)
英文學術專著
Lu Dengand C.S. Cai, (2009). Framework of Bridge-Vehicle Interaction and its Applications: System Identification Based on their Coupled Vibration. VDM Verlag, Germany. ISBN-10: 3639145755, ISBN-13: 978-3639145755.
1.英文期刊論文 [1]Deng L., and Cai C.S. (2007). “Application of fiber optic sensors in civil Engineering.” Structural Engineering and Mechanics, an International Journal 25(5), 577-596. (SCI) [2]Deng L., and Cai C.S. (2009). “Identification of parameters of vehicles moving on bridges.” Engineering Structures, 31, 2474-2485. (SCI) [3] Xiong W., Xiao R.C.,Deng L., and Cai, C.S. (2010). “Methodology of long-term real-time condition assessment for existing cable-stayed bridges.” Advances in Structural Engineering, 13(1), 111-125. (SCI) [4]Deng L., and Cai C.S. (2010). “Bridge model updating using response surface method and genetic algorithm.” Journal of Bridge Engineering (ASCE), 15(5), 553-564. (SCI) [5]Deng L., and Cai C.S. (2010). “Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges.” Engineering Structures, 32, 21-31. (SCI) [6]Deng L., and Cai C.S. (2010). “Bridge Scour: Prediction, Modeling, Monitoring, and Countermeasures – Review.” Practice Periodical on Structural Design and Construction (ASCE), 15(2), 125-134. [7] Yin X.F., Cai C.S., Fang Z., andDeng L.(2010). “Bridge vibration under vehicular loads – tire patch contact versus point contact.” International Journal of Structural Stability and Dynamics, 10(3), 529-554. (SCI) [8] Yin X.F., Cai C.S., Fang Z., andDeng L.(2010). “Non-stationary random vibration of bridges under vehicles with variable speed.” Engineering Structures, 32, 2166-2174. (SCI) [9]Deng L., and Cai C.S. (2010). “Identification of dynamic vehicular axle loads: theory and simulations.” Journal of Vibration and Control, 16(14), 2167-2194. (SCI) [10]Deng L., and Cai C.S. (2011). “Identification of dynamic vehicular axle loads: demonstration by a field study.” Journal of Vibration and Control, 17(2), 183-195. (SCI) [11]Deng L., Cai C.S., and Barbato M. (2011). “Reliability-based dynamic load allowance for capacity rating of prestressed concrete girder bridges.” Journal of Bridge Engineering (ASCE), 16(6), 1-9. (SCI) [12] Xiong W., Cai C.S., Xiao R.C., andDeng L.(2011). “Concept and analysis of stay cables with a CFRP steel composite section.” Accepted, Korean Society of Civil Engineers. (SCI) [13] Shao X.D., Hu J.,Deng L., and Cao J.H. (2014). “Conceptual design of super-span partial ground-anchored cable-stayed bridges with crossing stay cables.” Journal of Bridge Engineering (ASCE), 19(3), 06013001. (SCI) [14] Zhang Y., Cai C.S., andDeng L.(2014). “Piezoelectric-based energy harvesting in bridge systems”. Journal of Intelligent Material Systems and Structures, 25(12), 1414-1428. (SCI) [15]Deng L., Yu Y., Zou Q.L., and Cai, C.S. (2014). “State-of-the-art Review on Dynamic Impact Factors of Highway Bridges”. Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000672, 04014080. (SCI) [16]Wang W., Yan W.C., Deng L., and Kang H.J. (2014). “Dynamic Analysis of a Cable-Stayed Concrete-filled Steel Tube Arch Bridge under Vehicle Loading”. Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000675, 04014082. (SCI) [17]Deng L., Wang W., and Yu Y.(2014). “State-of-the-art Review on the Causes and Mechanisms of Bridge Collapse”. Journal of Performance of Constructed Facilities (ASCE) 10.1061/(ASCE)CF.1943-5509.0000731, 04015005. (SCI) [18]Deng L., He W., and Shao Y.(2014). “Dynamic impact factors for shear and bending moment of simply-supported and continuous concrete girder bridges.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000744, 04015005. (SCI) [19]Deng L., and Wang F.(2014). “Impact factors of simply-supported prestressed concrete girder bridges due to vehicle braking.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000764, 06015002. (SCI) [20]Deng L., Wang F., and He W.(2015). “Dynamic Impact Factors for Simply-supported Bridges due to Vehicle Braking.” Advances in Structural Engineering, 18(6), 791-801. (SCI) [21]Yu Y., Deng L., Wang W., and Cai, C.S. (2015). “Local impact analysis for deck slabs of prestressed concrete box-girder bridges subject to vehicle loading”. Journal of Vibration and Control, 已錄用. (SCI) [22]Deng L., Yan W.C., and Zhu Q.J(2015). “Vehicle impact on deck slab of concrete box-girder bridges due to damaged expansion joints.” Journal of Bridge Engineering (ASCE), 已錄用. (SCI) [23] Yin X., Liu Y.,Deng L., Cai C.S. (2015). “Impact factors of bridges in service under stochastic traffic flow and road surface progressive deterioration”. Advances in Structural Engineering, 已錄用. (SCI) [24]Deng L., Cao R., and Wang W.(2015). “A multi-point tire model for studying bridge-vehicle coupled vibration.” International Journal of Structural Stability and Dynamics, 已錄用. (SCI) [25]Zou Q., Deng L., Guo T., and Yin X. (2015). “Comparative study of different numerical models for vehicle-bridge interaction analysis.” International Journal of Structural Stability and Dynamics, 已錄用. (SCI) [26]Wang W., and Deng L. (2015). “Impact Factors for Fatigue Design of Steel I-girder Bridges.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000885, 04016011. (SCI) [27]Yan W.C., and Deng L.(2015). “Allowable slope change of approach slabs based on the interacted vibration with passing vehicles.” KSCE Journal of Civil Engineering (ASCE), 已錄用. (SCI) [28]Yu Y., Cai C.S., andDeng L.(2015). “Vehicle axle identification using wavelet analysis of bridge global responses”. Journal of Vibration and Control, 2015: 1077546315623147. (SCI) [29]Yu Y., Cai C.S., andDeng L. (2015). “State-of-the-art Review on Bridge Weigh-in-motion Technology”. Journal of Bridge Engineering (ASCE), 已錄用. (SCI) [30]Zou Q.L.,Deng L., and Jiang C. (2015). “Predicting the Bounds of Vehicle-induced Bridge Responses” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000911, 04016046. (SCI) [31] Chen Y.L., Huang L., Lu Y.Q.,Deng L., Tan H.Z. (2016) “Assessment of Structural Robustness under Different Events according to Vulnerability.” Journal of Performance of Constructed Facilities (ASCE), 10.1061/(ASCE)CF.1943-5509.0000854, 04016004. (SCI) [32]Wang W., Deng L.,Shao X.D. (2015) “Number of stress cycles for fatigue design of simply-supported steel I-girder bridges considering the dynamic effect of vehicle loading.” Engineering Structures, 2016, 110: 70-78. (SCI) [33] Zhang S., Shao X., Cao J., Cui J., Hu J., andDeng L.(2016). “Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000905, 04016039. (SCI) [34] Ji W,Deng L., Liu S., Lin P. (2016) “Study of vertical bending vibration behavior of continuous prestressed concrete box girders with corrugated steel webs”. Advances in Structural Engineering, 2016, 19(6): 953-965. (SCI) [35] Yin X., Liu Y.,Deng L., Kong X. (2016) “Dynamic Behavior of Damaged Bridge with Multi-Cracks Under Moving Vehicular Loads”. International Journal of Structural Stability and Dynamics, 2016: 1750019. (SCI) [36] Xu G., Cai C.S.,Deng L.(2016) “Numerical prediction of solitary wave forces on a typical coastal bridge deck with girders”. Structure and Infrastructure Engineering, 2016: 1-19. (SCI) [37]Wang, W., Deng, L.,and Shao, X.D. (2016). “Fatigue Design of Steel Bridges Considering the Effect of Dynamic Vehicle Loading and Overloaded Trucks.” Journal of Bridge Engineering (ASCE), 10.1061/(ASCE)BE.1943-5592.0000914, 04016048. (SCI)
[38] Yu, Y., Cai, C.S., andDeng, L.(2016). “State-of-the-art Review on Bridge Weigh-in-motion Technology.” Advances in Structural Engineering, DOI: 10.1177/1369433216655922; 已錄用 (SCI)[39] Yuan, J.,*Deng, L., and Wei He (2016) “Evaluation of existing PC bridges considering the randomness of live load distribution factor due to vehicle transverse loading position.”Advances in Structural Engineering,已錄用 (SCI)
[40] He, W., *Deng, L., Shi, H., Cai, C.S., and Yu, Y. (2017) “A novel virtual simply-supported beam method for detecting vehicle speed and axles.”Journal of Bridge Engineering (ASCE),已錄用 (SCI)[41] Cao, J., Shao, X.,Deng, L.and Cui, J., Gan, Y. (2016). “Static and Fatigue Behavior of Short Headed Studs Embedded in Thin UHPC Layer”.Journal of Bridge Engineering (ASCE),已錄用 (SCI)[42] Kong, X., Cai, C.S.,Deng, L.and Zhang, W. (2016). “Using Dynamic Responses of Moving Vehicles to Extract Bridge Modal Properties of a Field Bridge”.Journal of Bridge Engineering (ASCE15),已錄用 (SCI)
[43]L. Deng, W. Wang, and C.S. Cai (2017). “Fatigue reliability-based optimal pavement maintenance cycle of the simply-supported steel I-girder bridges considering the dynamic effect of vehicle loading”,Engineering Structures,已錄用 (SCI)
2.中文期刊論文
[1]鄧露*, 李向東 (2005). “路基土的CBR強度與壓實度關係的試驗研究.” 華中科技大學學報(城市科學版), 22(z1), 109-111.(pdf)
[2]鄧露*, 何維,王芳 (2015). “不同截面類型簡支梁橋的動力衝擊係數研究.” 振動與衝擊, 34(14):74–79. (EI)(pdf)
[3]鄧露*,閆王晨,朱全軍 (2015). “路橋過渡段容許台階高度的確定.” 湖南大學學報, 42(3):100-105. (EI)(pdf)
[4]鄧露*,肖志穎,黃民希,宋曉萍,吳海濤 (2015). “考慮流固耦合的近海風機動力回響數值計算.” 湖南大學學報, 42(7):1-8. (EI)(pdf)
[5]鄧露*,王芳 (2015). “汽車制動作用下預應力混凝土簡支梁橋的動力回響及衝擊係數研究” 湖南大學學報, 42(9):52-58. (EI)(pdf)
[6] 殷新峰,鄧露*(2015). “隨機車流作用下橋樑衝擊係數分析.” 湖南大學學報, 42(9):68-75. (EI)(pdf)[7]鄧露*,畢濤,何維 (2015). “考慮橋樑限重標誌對駕駛員行為約束的車輛荷載效應研究.” 湖南大學學報, 42(11):49-55. (EI)(pdf)
[8]鄧露*,王彪,肖志穎,宋曉萍,吳海濤 (2015). “鋼筋混凝土浮式風機平台的概念設計與性能研究.” 華中科技大學學報, 44(1):11-15. (EI)(pdf)
[9]鄧露*,肖志穎,王彪,宋曉萍,吳海濤 (2015).“半潛型浮式風機平台的完整穩定性研究.” 哈爾濱工程大學學報, 已錄用. (EI,CSCD)
[10] 冀偉,鄧露*,藺鵬臻 (2016) “變截面波形鋼腹板PC箱梁橋的動力特性分析.” 鐵道工程學報,2016(3):60-64. (EI)(pdf)
[11] 冀偉,鄧露*,何維,劉世忠,藺鵬臻 (2016).“公路波形鋼腹板PC簡支箱梁橋衝擊係數的計算分析.” 橋樑建設,46(3):35-39. (EI)(pdf)
[12]鄧露*,黃民希,肖志穎,宋曉萍,吳海濤(2015).“考慮氣動阻尼的浮式風機頻域回響分析.” 湖南大學學報, 已錄用. (EI,CSCD)
[13] 冀偉,鄧露*, 劉世忠, 藺鵬臻 (2015). “等截面波形鋼腹板PC連續箱梁橋豎向彎曲振動頻率的計算.” 振動與衝擊,已投稿. (EI)
[14]鄧露*,王維 (2016). “公路橋樑動力衝擊係數研究進展.”動力學與控制學報, 已錄用. (EI)
[15]鄧露*,畢濤,何維,王維 (2016). “基於橋樑構件疲勞壽命的公路橋樑限載研究.” 中國公路學報, 已錄用. (EI)
[16]鄧露*, 王彪, 肖志穎, 宋曉萍 (2016). “半潛型浮式風機平台的研究綜述.” 船舶工程, 38(4):1-6. (CSCD)(pdf)
[17]鄧露*, 唐梓珈, 王彪, 宋曉萍, 吳海濤 (2016). “半潛型浮式風機運動特徵及系泊系統的研究.” 船舶工程, 2016,38(8):1-6. (CSCD)
[18]鄧露*,鮮亞蘭,邵旭東(2016).“輕型鋼-UHPC組合橋面板的疲勞可靠性評估.”中南大學學報,已錄用.(EI)
3.英文學術專著
Lu Dengand C.S. Cai, (2009). Framework of Bridge-Vehicle Interaction and its Applications: System Identification Based on their Coupled Vibration. VDM Verlag, Germany. ISBN-10: 3639145755, ISBN-13: 978-3639145755.
榮譽獲獎
2001年-2005年華中科技大學,土木工程專業,獲學士學位。專業成績排名第一
2005年-2009年美國路易斯安那州立大學,土木工程專業,獲博士學位。博士論文:基於車橋耦合振動的系統識別。課程GPA=4.0/4.0
湖南省優秀碩士學位論文指導教師,2015,2016
湖南省首屆“我最喜愛的青年教師”,2015
湖南大學優秀本科畢業論文指導教師,2014
湖南省首屆向上向善“湖南好青年”,2014
湖南大學“首屆青年教師教書育人”獎, 2014
湖南大學優秀本科畢業論文指導教師,2013
中組部首批“青年千人計畫”入選者,2011
各方評價
鄧露在橋樑工程、結構工程等領域不斷完成學術性突破,為我國橋樑的安全和國家經濟的可持續發展提供重要保障。前沿性熱點研究課題車橋振動、海洋結構的套用為社會做出貢獻,先後獲得了第十二屆國際結構工程研討會的最佳論文獎、湖南省首屆向上向善“湖南好青年”稱號等。
鄧露注重學識的套用和輸出,參與國家自然科學基金項目,擔任美國土木工程師協會ASCE副主編等。
鄧露注重提升本科生的科研能力和創造力,培養博士生研究生成為全球知識創新人才,學生們的高水平科研成果不斷被國際頂級SCI期刊錄用。鄧露所指導的5名本科生全部獲得了美國全獎攻讀博士的機會,其中一名本科生在大學期間就投稿3篇SCI期刊並均被錄用。
走紅網路
27歲,海歸,作為海外青年優秀人才入選中組部“青年千人計畫”,成為湖南大學土木工程學院教授,這極具含金量的簡歷的主人,是華中科技大學土木工程專業2005屆畢業生鄧露,這份簡歷被華科大學生“曬”到網上,鄧露一下子爆紅網路。被網友稱為“中國最年輕博導”,鄧露給出的回答很簡單:“我非常高興也感到很幸運,國家給我們這些海外學子提供了這么好的一個平台,我想在中國做最好的科研工作,更重要的是,我想把美國值得學習的思想和觀念帶回來,將自己人生中精力最旺盛最有創造力的時間留在中國。”