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)。

五、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

六、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

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