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The Behavior strategy in Energy Saving and Emission Reduction of Transportation ZHANG Li 1,2,a, ZHANG Yi 1,2,b, HE Yu-hong2,c, YOU –Xin-ren2,d 1 Jiangsu Engineering Technology Research Center for Energy Conservation and Emission Reduction of Transportation, Nanjing Jiangsu 211888; Nanjing Communications institute of technology, Nanjing, 21118, P.
By supporting the enterprises from the perspectives of technological innovation, capacity optimization, and information construction, the time to develop a generation of leading enterprises with large-scale, intensive, network operation will be shortened and they will lead the whole industry to a more regulated future. ③ Improve infrastructures We should optimize the transport networks of highway, waterway, railway, airways and pipelines and improve the technical condition of the infrastructures, and direct some traffic volume of highway and civil aviation to rail and waterway which have are relatively more energy-efficient.
Acknowledgment This work was supported by the University Philosophy and Social Sciences Fund project in Jiangsu Province (2012SJB630032), and Jiangsu Engineering Technology Research Center for Energy Conservation and Emission Reduction of Transportation Fund project (JS2012209) References [1] K.J.

Massicotte, Ultra-high performance fibre reinforced concrete mix design in central Canada, Canadian Journal of Civil Engineering, 35 (2008) 217-224
Konvalinka, Development of Ultra High Performance Fiber Reinforced Concrete mixture, IEEE Symposium on Business, Engineering and Industrial Applications (ISBEIA), Bandung, IEEE, 2012, pp. 861-866

The Existing Timber Structures - Possibilities and Limits of Diagnostic Methods in Assessment Process Jana Daňková1,a*, Tereza Murínová1,b and Pavel Mec1,c 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava – Poruba, Czech Republic a jana.dankova@vsb.cz, btereza.murinova@vsb.cz, cpavel.mec@vsb.cz Keywords: Timber, roof, non-destructive methods, building structures, wood Abstract.
Kreuzinger, Guideline on the assessment of timber structures: Summary, Engineering Structures, 33 (2011) 2983-2986

Research into the concrete freeze-thaw damage mechanism based on the principle of thermodynamics Liang Fan1,a，Fuhai Li1,b，Yongwang Zhang2,b，Shengai Cui1,b，Jianli Li3,b 1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031,China 2Hebei Hydrology and Engineering Geology Prospecting Institute，Shi Jiazhuang 050011,China 3China North Industries Ltd，Shi Jiazhuang 050011,China aemail:tumu1989@163.com bemail:lifuhai2007@home.swjtu.edu.cn Key words: finite element; freeze-thaw cycle; thermal stress; mechanism Abstract: Based on thermodynamic principles，this paper uses ANSYS to simulate thermal stress of the concrete piers and analyzes the main factors, namely, structure size, concrete strength, boundary conditions and freeze-thaw cycle system which affect thermal stress.

Experimental Study for Degradation of Concrete Structure by Chloride Attack Hojae Lee, Jongsuk Lee, Janghwa Lee and Dogyeum Kim* Structural Engineering Research Division, Korea Institute of Construction Technology, 283, Goyangdae-Ro, Ilsanseo-Gu, Goyang-Si, Gyeonggi-Do, 411-712, Republic of Korea *dgkim@kict.re.kr Keywords: Concrete, Material, Durability, Diffusion coefficient, Corrosion Abstract.
Wood, "Prediction of Concrete Durability ; Achieving Durable Concrete", E&FN SPON, The Geological Society, London, U.K., pp.39～50, Nov. 1995 [6] American Concrete Institute, "Design for Effects of Creep, Shrinkage and Temperature in Concrete Structure", ACI SP-27, American Concrete Institute,1971 [7] Collepardi, M., Marcialis, A. and Turriziani, R., "The Kinetics of Penetration of Chloride Ions into the Concrete", II Cimento, 2nd Edition, Clarendon Press, Oxford, p.21, 1975 [8]J.R.Mackechnie and M.G.Alexander, "Exposure of Concrete in Different Marine Environments" Journal of Materials in Civil Engineering, pp.41～44, Feb. 1997 [9] Berke, N.S., Pfeifer, D.W., and Weil, T.G., "Protection Against Chloride Induced Corrosion", Concrete International, pp.45～55, Dec. 1988 [10]J.G.M.

Technical And Economical Efficiency for Application of Nanomodified High-Strength Lightweight Concretes Aleksandr S Inozemtcev1,a, Evgenij V Korolev1,b 1Moscow State University of Civil Engineering, 129337, Russia, Moscow, Yaroslavskoe hw., 26 aInozemcevAS@mgsu.ru, bKorolevEV@mgsu.ru Keywords: high-strength lightweight concrete, structural lightweight concrete, technical and economical efficiency, nanotechnology, energy efficiency Abstract.
Korolev, Technical and economic basis of practical nanotechnologies in building materials, Regional architecture and engineering. 2 (2008) 3-9.

Geometric bounds for buckling-induced auxetic metamaterials undergoing large deformation Arash Ghaedizadeh1,a, Jianhu Shen1,b, Xin Ren1,2,c and Yi Min Xie1,d * 1 Centre for Innovative Structures and Materials, School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia 2 Key Laboratory of Traffic Safety on Track, School of Traffic & Transportation Engineering, Central South University, Changsha 410075, Hunan Province, China a s3393723@student.rmit.edu.au,b jianhu.shen@rmit.edu.au,c s3460277@student.rmit.edu.au, d, * mike.xie@rmit.edu.au Keywords: Auxetic, Buckling, Elasticity, Densification strain, Energy efficiency method.

Surface Hardening of AlMg5Si2Mn Alloy Through Multi-Axis Compression Using Max Strain Przemysław Snopiński1,a*, Tomasz Tański2,b, Wojciech Borek3,c 1-3Department of Engineering Materials and Biomaterials, Faculty of Mechanical Engineering, Silesian University of Technology, 18a Konarskiego St., 44-100 Gliwice, Poland aprzemyslaw.snopinski@polsl.pl, btomasz.tanski@polsl.pl, cwojciech.borek@polsl.pl Keywords: Aluminium, Multi-axis compression, Structure, Hardness Abstract.
Civil Mech.

Setting Time of Powder Composites and the Effect of Chemical Reagents NEGMATOV Soyibon S.1, MUNAVVARKHANOV Zokirkhon T.2, BOYDADAYEV Murotbek B.2,a *, MADRAXIMOV Alloberdi M.2 1State Unitary Enterprise "Fan Vatarakkiyot" of the Islam Karimov Tashkent State Technical University, Uzbekistan 2Namangan Engineering Construction Institute.
In scientific centers and higher educational institutions of the world, research works are carried out in the field of developing compositions and technologies for producing modified composite materials, including composite gypsum-containing materials based on natural raw materials and industrial waste, in order to create new building materials, such as the University of Tokyo (Japan), New-York State Institute (USA), KNAUF, Claudius Peters, Weimar State Construction University (Germany), Neopol II University (Italy), Moscow State University of Civil Engineering, Institute of Materials Science of the Russian Academy of Sciences (Ukraine).

., Voronezh, 394006, Russia 4National Research University Moscow State University of Civil Engineering, No. 26, Yaroslavl Hihgway, Moscow, 129337, Russia amarat.asamatdinov@mail.ru, b89042149140@mail.ru (corresponding author), creichard@mail.ru, dlj211@yandex.ru Keywords: modified binder, clay-gypsum, plaster, additives, gypsum binder.
Pawlak, The influence of composition of gypsum plaster on its technological properties, Archives of Foundry Engineering. 10, 4 (2010) 55-60