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Prediction of Diagonal Crack Widths of High-Strength Reinforced Concrete Beam by Artificial Neural Network Ji Yao1,a, Liang Cao 1,b, Jianfeng Huang 1,2c 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650024, China; 2Faculty of Water Resources, Hydraulic Power and Architecture, Yunnan Agricultural University, Kunming 650201, China asandongamos@163.com, bCaoliang1106@126.com,chjf30@126.com Keywords: Diagonal Crack Width; Artificial Neural Network; Reinforced Concrete Beam Abstract: Based on influencing factors of the diagonal crack widths of high-strength reinforced concrete beam, the paper presents a model for predict the diagonal crack width of high-strength reinforced concrete beam by artificial neural network.
Subsequently, artificial neural network is developed by many researchers at home and abroad for over 30 years and has been applied to a lot of fields.The artificial neural networks has also been applied to the civil engineering domain in recent years, like forecast of properties of roadbed material [1], concrete mix design [2], the performance study of reinforced concrete members [3],and so on.
[2]Yang Tiancai,Liu Hong,Cheng Shaojia,Yang Cangqing.Design about burden ration of concrete based on neural network[J].Journal of Wuhan Engineering Institute,2003,15(2):21-23
[7]Rotter J.M.Rapid exact inelastic biaxial bending analisys[J].Journal of Structural Engineering,1985,117(12): 2659-2674

Experimental Investigation on Residual Strength of Plain Concrete under Fatigue Biaxial Compression with Constant Confined Stress X.H.MENG1, a, W.W.WANG 1,b, J.H.ZHOU 1,c , Y.P.SONG2,d 1 School of Civil Engineering, Shenyang Jian Zhu University ,Shenyang 110168, China 2 State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technol., Dalian 116024, China acexhmeng@sjzu.edu.cn, bweiwei5757@126.com, czhoujinghai@qq.com, d syupu@dlut.edu.cn Keywords: concrete; constant confined stress; biaxial; fatigue; residual strength; the prediction of residual life Abstract.
Journal of Structural Engineering, 1984, 110(3):461-476 [4] Lv Peiyin.
Journal of Harbin University of Civil Engineering and Architecture, 1998, 31(4):1-8 [8] Zhao Zaodong, Zhang Lixiang, Wang Shiyue.

Aeroelasticity Simulation of the Large-span Basket Handle Tied-arch Bridge YI Liyun Department of Transportion Engineering, Sichuan College of Architecture Technology, Deyang 618000, China, yiliyun126@gmail.com Key Words: large-span arch bridge; similarity theory; aeroelasticity; wind tunnel test Abstract.
A.A.Balkema/ Rotterdam/ Brookfield, Netherlands , USA,1992 [4] Xiang Haifan, Chen Airong.Recent advances in research on aerodynamics of extra long-span bridges[J].China civil engineering Journal 2003,36(4):1-8
Wind Tunnel Design for Physical Modeling of Atmospheric Boundary Layers.6th International Conference on Wind Engineering,1983
Developments in Low-Speed Aeroelasticity in the Civil Engineering Field[J].

Investigation of Removal of p-Nitrophenol in Water by Zero-valent Iron FENTON-like Technology Nan Shi1, a, Sai Yao2,b 1School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China 2School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China a cea_shin@ujn.edu.cn b 270679080@163.com Keywords: FENTON; p-Nitrophenol; zero-valent iron Abstract.
Journal of Environmental Engineering，2005，131( 2) : 327-331 [8]Beltran De Heredia J．
Journal ofenvironmental engineering, 2012, 7 (6):2165-2168

The reason and control method of road frost boiling HONG-DONG LI College of architecture and civil engineering ,Heilongjiang institute of science and technology Haerbin,150027, P.R.
In the field of engineering soil can be divided into detritus, sand soil, fine grained soil.
References [1] Ding long.Li and Hong Dong.Li, civil engineering geology, Science Press, 2009 [2] SUN JIA QI, engineering geology, Wuhan University of Technology Press, 2007 [3] GAO DA ZHAO, soil property & mechanics, China Communications Press,, 2004

Design Procedure for Fire-exposed Preloaded Rectangular RC Columns Strengthened with Post-compressed Plates WANG Lu1 and SU Ray Kai Leung2 1 Associate Professor, College of Civil Engineering, Nanjing Tech University, Nanjing, China 2 Associate Professor, Department of Civil Engineering, The University of Hong Kong, Hong Kong, China Keywords: RC columns, Fire, Post-compressed, Precambered Steel Plates, Design Method.
Based on the authors’ previous experimental and theoretical studies [11], this paper attempts to establish a unified design procedure to aid engineers in the design of PCP-strengthened fire-exposed RC columns subjected to static loads.
On Engineering Practice No. 78, (ASCE, New York 1992).

Three Dimensional Numerical Simulation of Vortex Structures in Barak River KIRAN S. 1,a, KUMAR Upendra 2,b*, DEY Amit Kumar 3,c 1,2,3 Departement of Civil Engineering, National Institute of Technology, Silchar, Assam, India.
Younis, Second-order Closure Study Of Open-channel Flows, Journal of hydraulic engineering. 121(2) (1995), 94-107
Biron, Three - Dimensional Simulation Parameters for 90° Open Channel Bend Flows, Journal of Computing in Civil Engineering. 27(3) (2013), 282-291
Spalding, The numerical computationof turbulent flows, Computer Methods in Applied Mechanics and Engineering, 3(2) (1974), 269-289

Inelastic Damage-Involved Response of Colliding Buildings During Earthquakes Sayed Mahmoud1,a and Robert Jankowski2,b 1 Department of Civil Engineering, Faculty of Engineering at Mataria, Helwan University, Masaken Elhelmeya, 11718, Cairo, Egypt 2 Faculty of Civil and Environmental Engineering, Gdansk University of Technology, ul.
Introduction The destructive nature of earthquakes has always been important to structural engineers.

Therefore, if there is not a probability method for fatigue cumulative damage of concrete to be described, can not really characterize the failure mechanism of concrete and the inherent discrete nature, and thus it is difficult to establish an effective way to contribute effectively to the use of engineering design.
Journal of Civil Engineering, 1994,27(3):33-40.
Fatigue of plain concrete under compression[J].China Civil Engineering Journal,1991,24 (4) :38-47
Engineering Mechanics, 2004,21(2) :173-177.

Frost Resistance of Concrete Screed with the Fly Ash Addition ZOBAL Ondřej1,a *, HOLČAPEK Ondřej1,b and REITERMAN Pavel1,c 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, Prague 6, 166 29, Czech Republic 2University Centre for Energy Efficient buildings, Czech Technical University in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech Republic aondrej.zobal@fsv.cvut.cz, bondrej.holcapek@fsv.cvut.cz, cpavel.reiterman@fsv.cvut.cz Key words: Cement, fly ash, concrete, frost resistance.
Acknowledgement This paper has been supported by the Faculty of Civil Engineering, Czech Technical University in Prague (TAČR project No.
id=103 [2] Reiterman, P., Holčapek, O., Jogl, M., Konvalinka, P., Physical and Mechanical Properties of Composites Made with Aluminous Cement and Basalt Fibers Developed for High Temperature Application, Advances in Materials Science and Engineering, Article ID 703029, in press
Konvalinka, Fracture characteristics of refractory composites containing metakaolin and ceramic fibers, Advances in Mechanical Engineering 7 (3) (2015) 1-13