湖南大學(xué)土木工程學(xué)院導(dǎo)師：鄧露 正文

[導(dǎo)師姓名]
鄧露

[所屬院校]
湖南大學(xué)

[基本信息]
導(dǎo)師姓名：鄧露
性別：男
人氣指數(shù)：2174
所屬院校：湖南大學(xué)
所屬院系：土木工程學(xué)院
職稱：教授
導(dǎo)師類型：碩導(dǎo)
招生專業(yè)：結(jié)構(gòu)工程
研究領(lǐng)域：車橋耦合振動（動力沖擊系數(shù)、車輛動態(tài)稱重等）；橋梁限載、鋼橋疲勞；海洋結(jié)構(gòu)（海上風(fēng)機為主）...

[通訊方式]
辦公電話：0731-88823320
電子郵件：denglu(AT)hnu.edu.cn
通訊地址：湖南大學(xué)土木工程學(xué)院，湖南省長沙市岳麓區(qū)麓山南路，410082

[個人簡述]


[科研工作]
工作履歷：2015年至今，湖南大學(xué)土木工程學(xué)院，副院長；2012年至今，湖南大學(xué)土木工程學(xué)院，教授，博士生導(dǎo)師；2009年-2012年，美國埃克森美孚(ExxonMobil)石油公司，高級研究工程師，項目主管
學(xué)術(shù)兼職:期刊編委：- 美國土木工程師協(xié)會ASCE《Journal of Bridge Engineering》副主編- 美國土木工程師協(xié)會ASCE《Journal of Aerospace Engineering》編委- 中國工程院院刊《Engineering》通訊評審專家學(xué)會兼職：- 中國海洋工程協(xié)會常務(wù)理事- 美國土木工程師協(xié)會試驗分析與器械委員會委員- 國際橋梁維護與安全協(xié)會會員- 國際橋梁與結(jié)構(gòu)工程協(xié)會會員- 湖南省力學(xué)學(xué)會常務(wù)理事- ASCE《Journal of Bridge Engineering》等20余個國際期刊審稿專家
主持的科研項目包括：- 國家自然科學(xué)基金項目（51778222，2018.1-2021.12）：基于多目標(biāo)動態(tài)跟蹤的橋梁動態(tài)稱重方法研究與試驗驗- 國家自然科學(xué)基金項目（51478176，2015.1-2018.12）：考慮結(jié)構(gòu)抗力時變性和動力沖擊系數(shù)獨立隨機性的公路橋梁限載研究- 國家自然科學(xué)基金項目（51208189，2013.1-2015.12）：基于可靠度的適用于既有橋梁承載力評估的動力沖擊系數(shù)- 湖南省重點研發(fā)計劃項目（2018.1-2020.12）：城市橋梁健康監(jiān)測與安全預(yù)警關(guān)鍵技術(shù)研究- 湖南省杰出青年基金項目（14JJ1014，2014.1-2016.12）：隨機車流作用下簡支梁橋的動力沖擊系數(shù)研究- 湖南省創(chuàng)新創(chuàng)業(yè)培養(yǎng)對象（2014.9-2017.9）：海上浮式風(fēng)機基礎(chǔ)的性能研究與控制- 國家高技術(shù)研究發(fā)展計劃(863)項目子課題（2013.1-2015.12）：基于鋼筋混凝土結(jié)構(gòu)的海上風(fēng)力發(fā)電機組局部浮力基礎(chǔ)研制- 湖南省科技廳項目（2014-2016）：橋梁動態(tài)稱重技術(shù)開發(fā)和應(yīng)用- 鐵道部重大科研專項（2017.6-2019.12）：超大噸位非對稱轉(zhuǎn)體混合梁斜拉橋的建造新技術(shù)研究
學(xué)術(shù)專著：Lu Deng and 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.
英文期刊論文: （截止至2016.12月，一共發(fā)表SCI收錄論文42篇，其中橋梁工程領(lǐng)域國際頂級期刊ASCE Journal of Bridge Engineering共15篇）。1.Deng, L., and *Cai, C.S. (2007,03). “Application of fiber optic sensors in civil Engineering.” Structural Engineering and Mechanics, an International Journal 25(5), 577-596. (SCI, EI)；2.Deng, L., and *Cai, C.S. (2009,10). “Identification of parameters of vehicles moving on bridges.” Engineering Structures, 31(10), 2474-2485. (SCI, EI)；3.Deng, L., and *Cai, C.S. (2010,09). “Bridge model updating using response surface method and genetic algorithm.” Journal of Bridge Engineering (ASCE), 15(5), 553-564. (SCI, EI)；4.Deng, L., and *Cai, C.S. (2010,01). “Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges.” Engineering Structures, 32(1), 21-31. (SCI, EI)；5.*Deng, L., and Cai, C.S. (2010,05). “Bridge Scour: Prediction, Modeling, Monitoring, and Countermeasures – A Review.” Practice Periodical on Structural Design and Construction (ASCE), 15(2), 125-134.；6.Deng, L., and *Cai, C.S. (2010,12). “Identification of dynamic vehicular axle loads: theory and simulations.” Journal of Vibration and Control, 16(14), 2167-2194. (SCI, EI)；7.Xiong, W., Xiao, R.C., Deng, L., and *Cai, C.S. (2010,02). “Methodology of long-term real-time condition assessment for existing cable-stayed bridges.” Advances in Structural Engineering, 13(1), 111-125. (SCI, EI)；8.Yin, X.F., *Cai, C.S., Fang, Z., and Deng, L. (2010,09). “Bridge vibration under vehicular loads – tire patch contact versus point contact.” International Journal of Structural Stability and Dynamics, 10(3), 529-554. (SCI, EI)；9.Yin, X.F., *Fang, Z., Cai, C.S., and Deng, L. (2010,08). “Non-stationary random vibration of bridges under vehicles with variable speed.” Engineering Structures, 32(8), 2166-2174. (SCI, EI)；10.*Deng, L., and Cai, C.S. (2011.02). “Identification of dynamic vehicular axle loads: demonstration by a field study.” Journal of Vibration and Control, 17(2), 183-195. (SCI, EI)；11.*Deng, L., Cai, C.S., and Barbato, M. (2011,11). “Reliability-based dynamic load allowance for capacity rating of prestressed concrete girder bridges.” Journal of Bridge Engineering (ASCE), 16(6), 872-880. (SCI, EI)；12.Xiong, W., *Cai, C.S., Xiao, R.C., and Deng, L. (2012,01). “Concept and analysis of stay cables with a CFRP steel composite section.” KSCE Journal of Civil Engineering, 16(1), 107-117. (SCI, EI)；13.Shao, X.D., *Hu, J., Deng, L., and Cao, J.H. (2014,03). “Conceptual design of super-span partial ground-anchored cable-stayed bridges with crossing stay cables.” Journal of Bridge Engineering (ASCE), 19(3), 06013001. (SCI, EI)；14.Zhang, Y., *Cai, C.S., and Deng, L. (2014,08). “Piezoelectric-based energy harvesting in bridge systems”. Journal of Intelligent Material Systems and Structures, 25(12), 1414-1428. (SCI, EI)；15.*Deng, L., Yu, Y., Zou, Q.L., and Cai, C.S. (2015,05). “State-of-the-art Review on Dynamic Impact Factors of Highway Bridges”. Journal of Bridge Engineering (ASCE), 2015(5), 20(5), 04014080. (SCI, EI)；16.Wang, W., Yan, W.C., *Deng, L., and Kang, H.J. (2015,05). “Dynamic Analysis of a Cable-Stayed Concrete-filled Steel Tube Arch Bridge under Vehicle Loading”. Journal of Bridge Engineering (ASCE), 2015(5), 20(5) , 04014082. (SCI, EI)；17.*Deng, L., He, W., and Shao, Y. (2015,11). “Dynamic impact factors for shear and bending moment of simply-supported and continuous concrete girder bridges.” Journal of Bridge Engineering (ASCE), 2015(11), 20(11), 04015005. (SCI, EI)；18.*Deng, L., Wang, F., and He, W. (2015,06). “Dynamic Impact Factors for Simply-supported Bridges due to Vehicle Braking.” Advances in Structural Engineering, 2015(6), 18(6), 791-801. (SCI, EI)；19.*Deng, L., and Wang, F. (2015,11). “Impact factors of simply-supported prestressed concrete girder bridges due to vehicle braking.” Journal of Bridge Engineering (ASCE), 2015(11), 20(11) , 06015002. (SCI, EI)；20.Yin, X., Liu, Y., Deng, L., Cai, C.S. (2016,01). “Impact factors of bridges in service under stochastic traffic flow and road surface progressive deterioration”. Advances in Structural Engineering, 2016(1), 19(1),38-52. (SCI, EI)；21.*Deng, L., Yan, W., and Q. Zhu (2016,02). “Vehicle impact on deck slab of concrete box-girder bridges due to damaged expansion joints.” Journal of Bridge Engineering (ASCE), 2016(2), 21(2), 06015006. (SCI, EI) ；22.*Deng, L., Wang, W., and Yu, Y. (2016,04). “State-of-the-art Review on the Causes and Mechanisms of Bridge Collapse”. Journal of Performance of Constructed Facilities (ASCE), 2016(4), 30(2), 04015005. (SCI, EI)；23.Yu, Y., *Deng, L., Wang, W., and Cai, C.S. (2017, 1). “Local impact analysis for deck slabs of prestressed concrete box-girder bridges subject to vehicle loading”. Journal of Vibration and Control, 23(1),31-45. (SCI, EI)；24.*Deng, L., Cao, R., and Wang, W. (2016, 10). “A multi-point tire model for studying bridge-vehicle coupled vibration.” International Journal of Structural Stability and Dynamics, 2016(10), 16(8), 1-22. (SCI, EI)；25.Zou, Q., *Deng, L., Guo, T., and Yin, X. (2016,11). “Comparative study of different numerical models for vehicle-bridge interaction analysis.” International Journal of Structural Stability and Dynamics, 2016(11), 16(9), 1550057. Published online: 6 October 2015. (SCI, EI) ；26.Yan, W., and *Deng, L. (2016, 9). “Allowable slope change of approach slabs based on the interacted vibration with passing vehicles.” KSCE Journal of Civil Engineering, 20(6), 2469-2482. (SCI, EI) ；27.Chen, Y-L, Huang, L., Lu, Y-Q, Deng, L., and Tan, H-Z. (2016,10). “Assessment of Structural Robustness under Different Events According to Vulnerability”. Journal of Performance of Constructed Facilities, 2016, 30(5): 04016004. (SCI, EI)；28.Wang, W., and *Deng, L. (2016,05). “Impact Factors for Fatigue Design of Steel I-girder Bridges Considering the Deterioration of Road Surface Condition.” Journal of Bridge Engineering (ASCE), 2016, 21(5), 04016011. (SCI, EI)；29.Wang, W., *Deng, L. and Shao, X. (2016,03). “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, EI)；30.Yu, Y., Cai, C.S., and Deng, L. (2016). “Vehicle axle identification using wavelet analysis of bridge global responses”. Journal of Vibration and Control, Accepted on Nov 26. (SCI, EI)；31.Zhang, S., Shao, X., Cao, J., Cui, J., Hu, J., and Deng, L. (2016,07). “Fatigue Performance of a Lightweight Composite Bridge Deck with Open Ribs”. Journal of Bridge Engineering (ASCE), 2016, 21(7): 04016039. (SCI, EI)；32.Ji, W., *Deng, L., Liu, S., and Lin, P. (2016,06). “Study of vertical bending vibration frequencies of continuous PC box girders with corrugated steel webs.” Advances in Structural Engineering, 2016, 19(6), 953-965. (SCI, EI)；33.Liu, Y., Yin, X., Deng, L., and Cai, C.S. (2016) “Ride comfort of the bridge-traffic-wind coupled system considering bridge surface deterioration.” Wind and Structures, An International Journal, 23(1):19-43.；34.Zou, Q.L., *Deng, L., and Jiang, C. (2016,09). “Predicting the Bounds of Vehicle-induced Bridge Responses Using the Interval Analysis Method” Journal of Bridge Engineering (ASCE), 2016, 21(9): 04016046. (SCI, EI)；35.Yin, X., Liu, Y., Deng, L., and Kong, X. (2017,03). “Dynamic behavior of damaged bridge with multiple cracks under moving vehicular loads.” International Journal of Structural Stability and Dynamics,2017(3), 17(2), 1750019. (SCI, EI)；36.Xu, G., Cai, C.S., and Deng, L. (2017,02). “Numerical Prediction of Solitary Wave Forces on a Typical Coastal Bridge Deck with Girders”,Structure and Infrastructure Engineering, 2017, 13(2), 254-272.(SCI, EI)；37.Wang, W., *Deng, L., and Shao, X. (2016,09). “Fatigue Design of Steel Bridges Considering the Effect of Dynamic Vehicle Loading and Overloaded Trucks.” Journal of Bridge Engineering (ASCE), 2016, 21(9): 04016048. (SCI, EI)；38.Yu, Y., Cai, C.S., and Deng, L. (2016,09). “State-of-the-art Review on Bridge Weigh-in-motion Technology.” Advances in Structural Engineering, 2016, 19(9), 1514-1530. (SCI, EI)；39.Yuan, J., *Deng, L., and Wei He (2017) “Evaluation of existing PC bridges considering the randomness of live load distribution factor due to vehicle transverse loading position.” Advances in Structural Engineering, Accepted on July 18, 2016. (SCI, EI)；40.He, W., *Deng, L., Shi, H., Cai, C.S., and Yu, Y. (2017,04) “Novel virtual simply-supported beam method for detecting vehicle speed and axles.” Journal of Bridge Engineering (ASCE), 2017, 22(4): 04016141. (SCI, EI)；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), Accepted on Nov 18, 2016. (SCI, EI)；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 (ASCE), Accepted on Dec 10, 2016. (SCI, EI)；43.L. Deng, W. Wang, and C.S. Cai (2017,02). “Effect of pavement maintenance cycle on the fatigue reliability of simply-supported steel I-girder bridges under dynamic vehicle loading”, Engineering Structures, 2017, 133,124-132. (SCI, EI)
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(guān)系的試驗研究.” 華中科技大學(xué)學(xué)報(城市科學(xué)版), 22(z1), 109-111.[2] 鄧露*, 何維，王芳 (2015). “不同截面類型簡支梁橋的動力沖擊系數(shù)研究.” 振動與沖擊, 34(14):74–79. (EI)[3] 鄧露*，閆王晨，朱全軍 (2015). “路橋過渡段容許臺階高度的確定.” 湖南大學(xué)學(xué)報, 42(3):100-105. (EI)[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(fēng)機動力響應(yīng)數(shù)值計算.” 湖南大學(xué)學(xué)報, 42(7):1-8. (EI)[5] 鄧露*,王芳 (2015). “汽車制動作用下預(yù)應(yīng)力混凝土簡支梁橋的動力響應(yīng)及沖擊系數(shù)研究” 湖南大學(xué)學(xué)報, 42(9):52-58. (EI)[6] 殷新峰，鄧露* (2015). “隨機車流作用下橋梁沖擊系數(shù)分析.” 湖南大學(xué)學(xué)報, 42(9):68-75. (EI)[7] 鄧露*，畢濤，何維 (2015). “考慮橋梁限重標(biāo)志對駕駛員行為約束的車輛荷載效應(yīng)研究.” 湖南大學(xué)學(xué)報, 42(11):49-55. (EI)[8] 鄧露*，王彪，肖志穎，宋曉萍，吳海濤 (2015). “鋼筋混凝土浮式風(fēng)機平臺的概念設(shè)計與性能研究.” 華中科技大學(xué)學(xué)報, 44(1):11-15. (EI)[9] 鄧露*，肖志穎，王彪，宋曉萍，吳海濤 (2015).“半潛型浮式風(fēng)機平臺的完整穩(wěn)定性研究.” 哈爾濱工程大學(xué)學(xué)報, 已錄用. (EI，CSCD)[10] 鄧露*，王彪，肖志穎，宋曉萍 (2016).“半潛型浮式風(fēng)機平臺的研究綜述.” 船舶工程, 已錄用. (CSCD)[11] 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(xué)報，2016, 33(3): 54-58. (EI)[12] 冀偉，鄧露*，何維，劉世忠，藺鵬臻（2016）.“公路波形鋼腹板PC簡支箱梁橋沖擊系數(shù)的計算分析”. 橋梁建設(shè)，2016, 46 (3): 46-50. (EI)[13] 鄧露*，黃民希，肖志穎，宋曉萍，吳海濤(投稿2015.6.8).“考慮氣動阻尼的浮式風(fēng)機頻域響應(yīng)分析.” 湖南大學(xué)學(xué)報, 已錄用. (EI，CSCD)[14] 鄧露*，王維 (2016). “公路橋梁動力沖擊系數(shù)研究進展.” 動力學(xué)與控制學(xué)報, 已錄用. [15] 鄧露*，王維，何旭輝. “基于美國規(guī)范的橋梁疲勞設(shè)計優(yōu)化及應(yīng)用.”中國公路學(xué)報, 2017，30(3)，40-48. (EI)[16] 鄧露*，畢濤，何維，王維. “基于橋梁構(gòu)件疲勞壽命的公路橋梁限載研究.”中國公路學(xué)報, 2017，30(4)，72-78. (EI)[17] 鄧露*，唐梓珈，王彪，宋曉萍，吳海濤 (2015). “半潛型浮式風(fēng)機運動特征及系泊系統(tǒng)的研究.” 船舶工程, 已錄用. (CSCD)[18] 冀偉，鄧露*, 劉世忠, 藺鵬臻(2016). “等截面波形鋼腹板PC連續(xù)箱梁橋豎向彎曲振動頻率的計算.” 振動與沖擊，2016, 35(18), 140-146. (EI)[19] 冀偉, 鄧露, 何維, 劉世忠, 藺鵬臻. 波形鋼腹板PC簡支箱梁橋局部與整體動力沖擊系數(shù)的計算分析, 振動與沖擊, 2017,已錄用. (EI)[20] 冀偉, 鄧露, 劉世忠, 藺鵬臻. 波形鋼腹板PC簡支箱梁橋的扭轉(zhuǎn)振動頻率分析,振動、測試與診斷, 2017,已錄用. (EI)[21] 冀偉, 鄧露, 何 維. 波形鋼腹板PC箱梁橋的車橋耦合振動分析及動力沖擊系數(shù)計算, 振動工程學(xué)報, 2017,已錄用. (EI)[22] 鄧露，鮮亞蘭，邵旭東. 輕型鋼-UHPC組合橋面板的疲勞可靠性評估，中南大學(xué)學(xué)報，2017，已錄用. (EI)[23] 鄧露，聶新民，畢濤，何維. 雙自由度磁懸浮式橋梁振動能量采集器的數(shù)值仿真和優(yōu)化研究，湖南大學(xué)學(xué)報，2017，已錄用. (EI) [24] 鄧露，段林利，鄒啟令. 橋梁應(yīng)變與撓度動力放大系數(shù)的大小關(guān)系研究，工程力學(xué)，2017，已錄用. (EI)[25] 鄧露，吳松熊，鐘文杰，宋曉萍. 風(fēng)浪夾角變化對海上浮式風(fēng)機系泊的影響分析，土木工程與管理學(xué)報，2017，4月17日已錄用. [26] 鄧露，屈夏霞，王維. 考慮車橋耦合振動的鋼梁橋腹板間隙的疲勞分析，中外公路，2017，已錄用. [27] 鄧露，施海，何維，羅杰.基于虛擬簡支梁法的橋梁動態(tài)稱重研究，振動與沖擊，2017，已錄用. (EI)[28] 鄧露，段林利，何維，冀偉. 用于我國公路車橋耦合振動研究的車輛模型及參數(shù)取值確定，中國公路學(xué)報，2017，已錄用. (EI)

[教育背景]
2001年-2005年，華中科技大學(xué)，土木工程專業(yè)，獲學(xué)士學(xué)位。專業(yè)成績排名300學(xué)生第一。2005年-2009年，美國路易斯安那州立大學(xué)，土木工程專業(yè)，獲博士學(xué)位。博士論文：基于車橋耦合振動的系統(tǒng)識別。 以上老師的信息來源于學(xué)校網(wǎng)站，如有更新或錯誤，請聯(lián)系我們進行更新或刪除，聯(lián)系方式

湖南大學(xué)

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