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So, in RC beam members, which are widely used in civil engineering works, the section size and axial reinforcing steel are designed to preserve the bending failure mode.
References [1] Japan Society of Civil Engineering, Basic and Application of Impact Experiments and Analyses, Structural Engineering Series15, Maruzen, 2004 [2] T.Kishi, H.Mikami, M.Komuro, K.Matsuoka, Adaptability of Elasto-plastic Impact Response Analyses to RC Beam, Structural Engineering Collected Papers, Vol.43A, pp1579-1588, 1997.3 [3] G.R.Liu and M.B.Liu : Smoothed Particle Hydrodynamics, 2003
[4] J.Fukazawa and Y.Sonoda : A fundamental study on the SPH method applicability for RC beam elastic-plastic analysis, Journal of Structural Engineering Vol.55A，pp1358-1365，2009.3 [5] Y.Sakai, A.Yamasita : Study on the Fundamental Characteristics of Structural Analysis by Particle Method based on SPH, Journal of Japan Society of Mechanical Engineering, Vol.67, No.659, 2001.7 [6] Y.Sakai : Large Deformation Elastic-Plastic Analysis by SPH method, Journal of Computational Engineering and Science, Vol.13, pp481-484, 2008.5 [7] J.Fukazawa, Y.Sonoda and K.Gotou : A study on the estimation of RC member’s failure mode using ASPH impact analysis, Proceedings of the 10th Symposium on Impact Problems in Civil Engineering, pp53-58, 2010.12 [8] I.Carol, Egidio Rizzi and Kasper William : On the formulation of anisotropic elastic degradation.

Under the corrosion in sodium fatigue performance of concrete Jinghai Zhou1,a, Weiwei Wang2,b, Xianhong Meng 2,c 1Energy Research Institute, Shenyang Jian Zhu University, Shenyang China, 110168 2School of Civil Engineering, Shenyang Jian Zhu University, Shenyang China,110168 a zhoujinghai@sjzu.edu.cn, b weiwei5757@126.com, ccexhmeng@sjzu.edu.cn, Keywords: concrete; corrosion; fatigue Abstract. many Marine environment or other corrosion in the concrete structure under the condition of fatigue cycle usually bear, thus make these components of fatigue and corrosion under coupling effect, thus speeding up the process of structure component, killing structure degradation of corrosion fatigue.
At home, based on engineering structural components, whether the corrosion fatigue problems or experimental study theory research has not been seen reports.
May 2000 China civil engineering society of the ninth annual theme "engineering safety and durability", the meeting had to think about engineering structure durability research.
These areas by sulphate erosion concrete buildings destroyed engineering examples are common [4] [5] [6].
Test equipment All tests are using shenyang jianzhu university structure engineering laboratory MTS, electro-hydraulic servo fatigue test enginery, vertical adopts MTS50kN actuation fatigue load applied.

Bustami3, Fadzren Hipni4 and Mohamad Anuar Kamruddin5 1,3,4Dept. of Civil Engineering, Faculty of Engineering, Universiti Malaysia Sarawak (UNIMAS) 2Dept. of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN) 2,5School of Civil Engineering, Campus of Engineering, Universiti Sains Malaysia (USM) arnazalina@feng.unimas.my Keywords: adsorption, activated carbon, wastewater Abstract.
Synthetic membranes: Science, Engineering and Application, NATO ASI Series C: Mathematical and Physical Science, vol 181, publishing Company, Dordrecht. pp 221-230
Colloids and Surfaces A: Physicochemical and Engineering Aspects, 235, 1-10

It has important practical significance to research dynamic mechanical properties of silica fume concrete with silica fume concrete widely applying in civil engineering.
Mechanical properties of silica fume concrete under impact loading were studied with the SHPB test device ofφ74mm to get its optimal design project and provided important bases and references for engineering applications.

(Architecture), Professor, Department of design of buildings and urban planning, Moscow State University of Civil Engineering, 26 Yaroslavskoye Chaussee, Moscow, 129337, Russian Federation 2Postgraduate student, Department of design of buildings and urban planning, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoye Chaussee, Moscow, 129337, Russian Federation aolga.bancerova@gmail.com, banthony.lipetsk@mail.ru Keywords: special economic zone, business center, developing architecture, architectural bionics, bio-similar Abstract.
Bio-similar modeling principle A Special Economic Zone (SEZ) is a relatively isolated part of the country with established special legal regime for business, including tax, customs, administrative and civil benefits and guarantees [1, 2].
Today in Russia there are four tourist-recreation economic zones, two port areas, four engineering innovation zones and six industrial production zones (IP SEZ) [3].
By this time moment, the engineering and transport infrastructure of the SEZ should be prepared by 100 %, so that at each point of the SEZ there was an opportunity to make a connection to the communications system.
Features of energy efficient upgrade of historic buildings (illustrated with the example of Saint-Petersburg). (2014) Journal of Applied Engineering Science, Vol. 12 (1), pp 1-10

Research on seismic disaster prevention plan in overall urban planning management Qingshuang Zhao1, a, Xiangjun Chen2,b , Jie Jin 3,c and Changlei Zhou4,d 1School of Civil Engineering, Liaocheng University, Liaocheng ,Shandong,25200,China 2School of Civil Engineering, Liaocheng University, Liaocheng ,Shandong,25200,China 3School of Civil Engineering, Liaocheng University, Liaocheng ,Shandong,25200,China 4 Liaocheng Xingguang Real Estate Development Corp, Ltd, Liaocheng ,Shandong,25200,China azhaoqingshuang@lcu.edu.cn, bchen_1851@163.com, cjinjie@lcu.edu.cn,d1003356995@qq.com.
For non engineering measures did not involve, such as supplies, new technology research and development of aseismatic take precautions against natural calamities, etc.
[3] Jingyu Su,Zhitao Wang,Donghui Ma,Xiaodong Guo,Guangqing Chen.The reinforcement and earthquake engineering.In Chinese
[4] Chengbin Yang,Kerui Cui,Pusheng Cha.Engineering survey.In Chinese
[5] Yuxian Hu .Earthquake engineering.In Chinese

Stress Intensity Factors and Weight Function For Internal Surface Faults in Cylindrical Vessels Yanling Ni1, a, Shangtong Yang 2,b and Chunqing Li3,c 1Office of Teaching, Hubei University of Economics, P R China 2Department of Civil Engineering, University of Strathclyde, UK 3School of Civil, Environmental and Chemical Engineering, RMIT University, Australia aniyanling@hbue.edu.cn, bshangtong.yang@strath.ac.uk, cchunqing.li@rmit.edu.au Keywords: Stress intensity factor; Influence coefficient; Weight function; Finite element.
Canadian Journal of Civil Engineering. 2000;27:1259-72
Engineering Fracture Mechanics. 2005;72:1299-312
Engineering Fracture Mechanics. 1991;40:1135-46
Engineering Fracture Mechanics. 1987;27:697-715.

Study on Damage Characteristics of Concrete under Impact Load and the Constitutive Model after Damage Bin Jia 1,2,a, Zhengliang Li1, Huachuan Yao2,b and Xiaowei Zhu2 1Department of Civil Engineering, ChongQing University, ChongQing, 400030, China 2School of Civil Engineering and Architecture, Southwest University of Science and Technology, MianYang, 621010, China ajiabin216@126.com, b369770836@qq.com Keywords: Concrete; Impact damage; Damage in ‘freezing’ test Abstract: The damage ‘freezing’ test of concrete was carried out with the static load and SHPB testing technique, so the relatively loss ultimate bearing capacity could express the damage in macro-level.
Introduction At present, the damage characteristics and damage assessment of concrete under static loading have been mature and are widely used in engineering [1].
Journal of civil engineering, 2010, 43 (3): 40-45
Journal of engineering rock mechanics and hypertension (2): 63-226
Engineering mechanics, 1996, 13 (1): 44-53.

Dynamic Amplification Factor Measuring of T-girder Bridges Jianrong Yang1, a, Yu Bai1,b, Xiaodong Yang1,c and Yun Feng2,d 1Faculty of Civil Engineering and Architecture, Kunming University of Science & Technology, Kunming 650224, China 2Kunming Architectural Design & Research Institute Co., Ltd, Kunming 650041, China acarpenter_y@sina.com, bbaiyu_kust@yahoo.com.cn, cyxd_km@yahoo.com.cn, d814950665 @qq.com Keywords: Dynamic Amplification Factor, T-girder Bridge, Traffic Load, Full-scaled Testing.
Canadian Journal of Civil Engineering, 1992, 19(2): 260-278 ].
Engineering Structures, 2009-07, 31 (7): 1607-1612 ].
In developments in civil engineering, Vol. 13, Report of the Rilem 65MDB Committee, Elsevier, New York, 1896 ], roadway roughness was found to be a major factor influencing bridge response.
Engineering Structures, 2007, 29: 1052–1063 ].

Stability Research of Lanan Rock-fill Dam Based on Limit Equilibrium Method Linxiang Pang1, a, Lan Qiao2,b and Yuan Li3,c 1 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China 2 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China 3 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China aplinx2011@sina.com, bqiaol@ces.ustb.edu.cn, csbfqp@126.com Keywords: Limit equilibrium Lanan dam stability research Abstract.
References [1]G.Y.Li,L.S.Wang,Z.K.Mi:Research on stress-strain behavior of soil core rock-fill dam.Chinese Journal of Rock Mechanics and Engineering.Vol.23(2004),p.1363[in Chinese] [2]Y.J Qian, S.S Chen:Verification of numerical simulation results of stress and deformation of core-wall dams.HYDRO-SCIENCE AND ENGINEERING.
Chinese Journal of Rock Mechanics and Engineering.Vol.23(2004),p.2708[in Chinese] [5]C.S.Desai,M.M.Zaman:Thin-layer element for interfaces and joints.
Engineering Geology.
Vol.94 (2007),p.15 [8]T Shen,G.Y.Li,Y Li: Numerical analysis of joint types between toe slab and foundation of CFRD in alluvial deposit layer.Chinese Journal of Rock Mechanics and Engineering.Vol.24(2005),p.2[in Chinese]