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Mathematical Logarithmic Model for Predicting Noise of Simply-supported PC-box Girder in High-speed Railway Xiao-zhen LI1, a*, Jin-feng WU1, b, Xun ZHANG1, c Quan-min LIU1, d, Zhi-jun ZHANG1, e 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, China axzhli@home.swjtu.edu.cn, bjfwu2007@126.com, czhxunxun@126.com, dqmlau007@126.com, ezhijun0973@163.com *Corresponding Author.
Xiao-zhen Li, male, Ph.D, Professor of Civil Engineering in Southwest Jiaotong University, Ph.D Supervisor, mainly engaged in bridge structure dynamics, noise and reducing vibration.
Journal of Vibration Engineering. 2011.
China Civil Engineering Journal. 2011.
Fundamentals of Noise and Vibration Analysis for Engineers [M].

Changes of the Properties of Cement Paste with Fly Ash Exposed to the High Temperature LOVICHOVÁ Romana1, a *, PADEVĚT Pavel1, b and FORNŮSEK Jindřich1, c Faculty of Civil Engineering, CTU in Prague, Czech Republic aromana.lovichova@fsv.cvut.cz, bpavel.padevet@fsv.cvut.cz, cjindrich.fornusek@fsv.cvut.cz Keywords: Cement paste, creep, fly ash, compressive strength, tensile strength in bending.
Acknowledgement The financial support of this experiment by the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project No. 12/1117/OHK1/2T/11) is gratefully acknowledged.
References [1] Holčapek, O., Reiterman, P., Konvalinka, P., Fracture characteristics of refractory composites containing metakaolin and ceramic fibers, Advances in Mechanical Engineering 7(3) (2015) 1-13
[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
Faculty of Civil Engineering, Czech Technical University in Prague.

Structural Characteristics of FRP-concrete Bridge Deck System Fan Li 1,2, a, Rongxia Wang1,2, b, Shunwei Chen1,2 and Jianbin Zhou1,2 1 College of Civil Engineering, Hebei University of Technology, Tianjin 300401,China 2 Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, China ajinfanmuzi@163.com ，b wangrongxia2000@126.com Keywords: FRP reinforcing, concrete deck, hybrid FRP-concrete, steel RC deck, corrosion Abstract.
Karbhari: Structural Engineering and Mechanics, 2006,Vol. 24, No. 5, pp561-584
[5] Cheng, L. (2005), “Development of a steel-free FRP-concrete slab-on-girder modular bridge system”, Dissertation submitted to the Department of Structural Engineering in partial fulfillment of the Requirements for the Degree of Doctor of Philosophy, University of California, San Diego, La Jolla, CA 92093
[9] Hassan, T., Abdelraham, A., Tadros, G., and Rizkalla, S: Canada Jounal of Civil Engneering., 2000,27(5), pp839–849
[11] Kwon, S.C., Dutta, P.K., Kim, Y.H., Eum, S.H., Shin, D.H. and Lopez-Anido, R.: Key Engineering Materials, Advances in Fracture and Failure Prevention, 2004, 261-263(2),pp 1301-1306.

Nonlinear Optical Properties of the AgGa1-xInxSe2 crystal GuoDong Zhao1, a, Xin Zhao2 , ShiFu Zhu3 1 College of optoelectronic technology, Chengdu University of Information Technology, Chengdu 610225, China 2 Civil Aviation Flight University of China, Guanghan 618307, China 3 School of Materials Science and Engineering, Sichuan University, Chengdu 610039, China azgd0913@gmail.com Keywords: Single crystal growth; Bridgman method; Nonlinear optical materials Abstract.
Introduction Coherent source of the middle IR range is attractive for many applications in military, such as laser guidance, Directed infrared laser interference, laser communications, Infrared Remote Sensing, Infrared imaging system, Location of Infrared Laser targeting, and in the field of civil, Such as Environmental trace gas detection, Biological, Medical Devices.
Acknowledgements This work is supported by the talent introduction Project of Chengdu University of Information Technology of China (NO. 376803) and the Youth Fun Program of Civil Aviation Flight University of China (No.

Design and Realization of Aircraft Engine Wire Fault Detection Database Xudong SHI1,2,a, Zhenzhen ZHANG1,b, Xiaolin LIU1,c 1Aeronautical Automation College of Civil Aviation University of China, Tianjin, China 2Aviation Ground Support Equipments Research Base of CAUC, Tianjin, China astone_131@sina.com.cn, bzzzhang840914@163.com, cmissxiaolin1997@163.com Keywords: aircraft engine wire, fault detection, joint time-frequency domain reflection, database design Abstract.
Acknowledgement This subject is supported by National Natural Science Foundation of China and Civil Aviation Administrator of China (60776809).
Wang: Design and implementation of airplane-cable fault location used by civil aviation, Journal of civil aviation university of China, Vol. 20, No. 6, 2002, p. 6–10
[5] D.P.Zhang and W.D.Dong: Design and development of cable network database used in airship, Aeronautical engineering, Vol. 11, No. 4, 2002, p. 47–51 [6] H.

INSPIRE and Availability Digital Data for Modelling of Flood Risk and Logistics Planning Peter Blistan1,a *, Monika Blistanova2,b and Hana Pacaiova3,c 1Institute of geodesy, cartography and geographic information systems, Faculty of mining, ecology, processing and geotechnologies, Technical University of Kosice, Park Komenskeho 19, 040 01 Kosice, Slovakia 2Department of economic and technical security, University of Security Management in Kosice, Kukucinova 17, 040 01 Kosice, Slovakia 3Department of Safety and Production Quality, Faculty of Mechanical Engineering, Technical University of Kosice, Letna 9, 042 00 Kosice, Slovakia apeter.blistan@tuke.sk, bmonika.blistanova@vsbm.sk, chana.pacaiova@tuke.sk Keywords: flood, modelling, risks, flood hazard maps, flood risk map, geographic information system Abstract.
In the Slovak Republic the government has responsibility for identification and risk analysis in accordance with Act no. 42/1994 Coll. on civil protection of [1].
The transfer of powers REGIS became fundamental to creating and further expansion of the project CIPREGIS (special Extensions REGIS Civil Protection).
The legislation of the Slovak Republic's civil emergency planning characterized as preparation and coordination of measures to ensure the functioning of public authorities, internal order and national security, and protection to citizens in time of crisis Summary Modelling of flood wave is important for predicting adverse events.
References [1] Journal of Laws, Act 42/1994 Civil Protection Act.

Test and application of polypropylene concrete bar shell bolting shotcrete support system in soft rock drift Jianyong Pang1, a, Lingyan Wang1, b 1School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, Anhui, 232001, China ajypang@aust.edu.cn, blywang@aust.edu.cn Keywords: Soft rock drift, Shell bolting shotcrete, Polypropylene concrete, Compound support, Lab test, Engineering application Abstract.
It is converted to 1437 KN engineering units, which is equivalent to ultimate bearing capacity of U29 steel shed.
Engineering Application Engineering Situation Duerping south coal lane of Xishan Coal Power Company is the main transport tunnel of the coal mine, which has the task of coal transportation, transport materials, transport penson.The tunnel is 6850 meters long.
(2) Engineering applications show safety construction and simple process of the new technology.
In Chinese [3]Jian-yong PANG.Semi—Rigid wire-shell bolting shotcrete support and its applications in dynamic pressure tunnels[J].China Civil Engineering Journal, 2005,3;8-11.

Stability analysis of dam slope by double safety factors of dynamic local strength reduction method Yuan Meng1,a 1College of Habor coastal and offshore engineering, Hohai Univ, Nanjing, 210098, China ajoy_1994@qq.com Keywords: Slope engineering; Stability analysis; Double safety factors; Dynamic local strength reduction Abstract.
Based on the yield approach index criterion, we change the reduction region in time and put forward a double safety factor of dynamic local strength reduction method for engineering analysis of dam slope stability.
Introduction Slope failure is a serious issue in civil engineering, mainly attributed for two board categories of reason: increase in shear stress inside soil caused by external disturbance; reduction of shear strength inside soil itself caused by external forces.
References [1] Hajiazizi M, Tavana H.(2013), ‘Determining three-dimensional non-spherical critical slip surface in earth slops using an optimization method’, Engineering Geology, Vol.153, No.2, pp.114-124
[2] Farzaneh O., Askari F., Ganjian N.(2008), ‘Three-dimensional stability analysis of convex slopes in plan view’, Journal of Geotechnical and Geoenviromental Engineering, Vol.134, No.8, pp.1192-1200

Pietrzyk, Discrete micro-scale cellular automata model for modelling phase transformation during heating of dual phase steels, Archives of Civil and Mechanical Engineering, 14 (2014) 96 – 103
Golab, Numerical simulations of the micro scale material phenomena based on cellular automata framework and workflow idea, Archives of Civil and Mechanical Engineering, (in press)
Golab, Multiscale modeling of microstructure evolution during laminar cooling of hot rolled DP steels, Archives of Civil and Mechanical Engineering, 10 (2010), 66 – 67
Majta, The effects of deformation and microstructure inhomogeneities in the Accumulative Angular Drawing (AAD), Material Science and Engineering A, 574 (2013), 68 – 74
Cybulka, Digital Material Representation as an efficient tool for strain inhomogeneities analysis at the micro scale level, Archives of Civil and mechanical Engineering, (2011), 661 – 679.

Determining the Size of Anchor Plates on the Basis of Laboratory Measurements Marie Stara1, a *, Martina Janulikova1,b and Vojtech Buchta1,c 1VSB – TU Ostrava, Faculty of Civil Engineering, L.
Civil Engineering Journal, 2012, No. 1, p. 6-14.
In Life-Cycle and Sustainability of Civil Infrastructure Systems - Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, IALCCE 2012, Vienna, Austria, Pages 1955-1959, ISBN: 978-041562126-7
Procedia Engineering, Volume 65, 2013, Pages 230-235, ISSN 1877-7058, DOI: 10.1016/j.proeng.2013.09.035
Key Engineering Materials, Vols. 577-578, (2014), pp 33-36, doi:10.4028/www.scientific.net/KEM.577-578.33