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湖南大學(xué)土木工程學(xué)院研究生導(dǎo)師信息：趙華

分類(lèi)：導(dǎo)師信息來(lái)源：中國(guó)考研網(wǎng) 2013-11-03　相關(guān)院校：湖南大學(xué)

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趙華：男，碩士生導(dǎo)師

聯(lián)系地址：湖南省長(zhǎng)沙市岳麓山，410082

辦公電話：0731-8822221

電子郵件：zhmit@hotmail.com

研究方向：新型橋梁動(dòng)態(tài)稱(chēng)重系統(tǒng)的研發(fā)及應(yīng)用研究、既有橋梁現(xiàn)狀評(píng)估及維護(hù)管理、動(dòng)力反問(wèn)題、結(jié)構(gòu)健康監(jiān)測(cè)。

目前主持的科研項(xiàng)目：

項(xiàng)目名稱(chēng)	項(xiàng)目類(lèi)別	項(xiàng)目起止	項(xiàng)目經(jīng)費(fèi)
項(xiàng)目名稱(chēng)	項(xiàng)目類(lèi)別	時(shí)間	（萬(wàn)）
基于橋梁動(dòng)態(tài)稱(chēng)重系統(tǒng)的超載車(chē)輛快速識(shí)別理論與應(yīng)用研究	國(guó)家自然科學(xué)基金	2012.01-2015.12	60
橋梁動(dòng)態(tài)稱(chēng)重健康監(jiān)測(cè)系統(tǒng)研發(fā)及既有橋梁安全快速評(píng)估	教育部回國(guó)留學(xué)人員基金	2012-2014	30
基于橋梁動(dòng)態(tài)稱(chēng)重系統(tǒng)的超載車(chē)輛高精度快速識(shí)別理論算法研究	教育部博士點(diǎn)基金項(xiàng)目	2012-2014	4
基于橋梁動(dòng)態(tài)稱(chēng)重系統(tǒng)的超載車(chē)輛高精度快速識(shí)別理論算法研究	湖南大學(xué)高�；究蒲袠I(yè)務(wù)費(fèi)專(zhuān)項(xiàng)資金	2011-2013	5
桂林市義江大橋施工監(jiān)控	橫向	2011.7-2012.12	45.8
臨蘇路下穿桂柳高速立交橋結(jié)構(gòu)審核（平行計(jì)算）	橫向	2012	5.8
機(jī)場(chǎng)路世紀(jì)大道立交橋成橋試驗(yàn)	橫向	2012	64.5

此外，作為中方代表，承擔(dān)了美國(guó)美國(guó)國(guó)家自然科學(xué)基金(Developing Bridge Weigh-in-Motion (B-WIM) Health Monitoring Systems for Bridge Infrastructure Safety)(2011年-2015年)。

參編著作：

1.《橋梁設(shè)計(jì)百問(wèn)》，邵旭東編著，參編6萬(wàn)字，人民交通出版社，2003

2.《橋梁工程》，邵旭東主編，參編23萬(wàn)字，人民交通出版社，2005

3.《橋梁工程》，邵旭東主編，參編16萬(wàn)字，武漢工業(yè)大學(xué)出版社，2005

4.《專(zhuān)業(yè)英語(yǔ)（公路與城市道路工程）》，李嘉主編，參編5萬(wàn)字，人民交通出版社，2003

學(xué)術(shù)論文：

1.Zhao, H., and Uddin,N., “Innovative bridge weigh-in-motion system for enforcement application”, IABSE-IASS Symposium London 2011, London, pp. 581

2.Zhao, H., and Uddin,N., “Influence line calculation of existing bridges in BWIM system”, IABSE-IASS Symposium London 2011, London, pp. 572

3.Zhao, H., Uddin, N., Waldron, C.J., and O’BRIEN, E.J., “Use of Weigh-In-Motion (WIM) Data for Site-Specific LRFR Bridge Rating”, International ConferenceonWeigh-In-Motion, ICWIM 6, Dallas, Texas, June 4 - 7, 2012

4.Shao, X.D., Jiang, W., Hu, J.H., Zhao, H., and Lu, L.Z., “Hyperbolic tower of a multi-span cable-stayed bridge”, IABSE-IASS Symposium London 2011, London, pp. 276

5.Shao, X.D., Yi, D.T., Huang, Z.Y., Zhao, H., Chen, B., and Liu, M.L, “The Basic Performance of the Composite Deck System Composed of Orthotropic Steel Deck and Ultra-thin RPC Layer ”, ASCE, Journal of Bridge Engineering, (corresponding author)(accepted for publication in Nov, 2011)

6.Zhao, H., and Uddin,N., “Algorithm to identify axle weights for an innovative BWIM system- Part I”, Advances in Bridge Engineering-II, 8-10 August, 2010, Dhaka, Bangladesh, pp.527-536

7.Zhao, H., and Uddin,N., “Algorithm to identify axle weights for an innovative BWIM system- Part II”, Advances in Bridge Engineering-II, 8-10 August, 2010, Dhaka, Bangladesh, pp.537-546

8.Shao, X.D., Wang, H.L., Zhao, H. and Chang, Y., “Experimental study on multi-cantilever prestressed composite beams with corrugated steel webs”, ASCE, J. of Structural Eng., , Vol. 136, No. 9, September 2010, pp. 1098-1110

9.Shao, X.D., Yang, J.J., Zhao, H., Zhou, Y.D., and Nie, M.C., “Experimental Research on and Application of Twice-Prestressed Concrete Beam”, Advances in Structural Engineering, Vol. 13, No. 2, April 2010, pp. 321-330

10.Zhao, H., Uddin, N., Hitchcock, W.A., Salama, T. and Abd-El-Meguid, A.S., “Bridge repair and maintenance with bridge weight-in-motion: A case study with bridge on highway I-459”, Structural Faults & Repair-2008, June 2008, Edinburgh, Edinburgh, UK

11.Zhao, H., Uddin, N., Hitchcock, W.A., Salama, T. and Abd-El-Meguid, A.S., “Innovative bridge weigh-in-motion system for bridge maintenance: A case study with bridge on highway I-59” 10th International Bridge and Structure Management Conference, Buffalo, New York, Transportation Research Board, October 2008, pp. 369-383

12.Shao, X.D., Zhao, H., Li, L.F., Peng, W.H., Liu, G.D. and Yan, B.F., “Design and experimental study of a harp shaped single span cable-stayed bridge”, ASCE, Journal of Bridge Engineering, Vol.10, No.6, Nov. 2005, pp.658-665

13.Yamakawa, T. and Zhao, H., “Experimental and analytical investigation of seismic retrofit for RC framed shear walls by hybrid techniques”, ASCCS, China, pp.811-817, Aug, 2006

14.Zhao, H. and Yamakawa, T., “Cyclic loading test on retrofitted RC framed shear walls”, AIJ Kyushu Chapter Architectural Research Meeting (Structure), Fukoka, Japan, pp.361-364, Mar, 2006

15.Zhao, H.,Shao, X.D., Qin, J.J., Li, L.F. and Peng, W.H., “The Design and experimental study of the steel-concrete composite box girder of a harp-shaped single span cable-stayed bridge”, the fourth Inter. Conf. on Advances in Steel Structures, Shanghai, China, June 2005, pp1633-1638

16.Zhao, H., Shao, X.D., Liu, G.D., Chen, M.X. and Zhu, P., “Analysis of ultimate load bearing capacity of reinforced concrete arch bridges”, IABSE, Shanghai, China, Sept. 2004, (paper No. SHA103)

17.邵旭東,李立峰,趙華,“長(zhǎng)沙洪山橋豎琴斜拉橋的設(shè)計(jì)”,湖南大學(xué)學(xué)報(bào)（自然科學(xué)版）2001年第28卷第4期,pp.88-93

18.李立峰,邵旭東,趙華,“長(zhǎng)沙湘江南大橋V形腿設(shè)計(jì)與分析”,公路,2002年第11期pp.32-36

19.趙華，“鋼管混凝土拱結(jié)構(gòu)極限承載力分析”,中國(guó)公路,2001年11月,pp.174-183