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Application of ultra high toughness cementitious composites to tunnel lining Tongchun Han1, a, Fujian Wang1,b and Hongqiang Dou1 1College of civil engineering and architecture, Zhejiang University, Hangzhou, China ahtc@zju.edu.cn, bciewfj@zju.edu.cn Keywords: Tunnel lining, UHTCC, Load structure method.
Journal of Traffic and Transportation Engineering 9(2):32-38
Engineering Structures 31:1600-1606
West-China Exploration Engineering 7:174-175.

Introduction Magnetic sensors are highly essential for many engineering applications [1-5].
Hristoforou, “Magnetostrictive Delay Lines: Engineering Theory and Sensing Applications”, Meas.
“Wireless Magnetic Field Sensor”, Journal of Electrical Engineering, 57, No. 12/S, ISSN 1335-3632, 2006 [10] L.
Pavlou, Congress on Electromechanical Systems for Electrification: Permanent Magnet Machines, NTUA, 2012 [20] Alfred Still, Principles of Electrical Design DC and AC Generators, McGraw-Hill book company, New York, 1916 [21] Mpidras Michael, Optimal Structural design of wind turbines, School of Civil Engineering, National Technical University of Athens, 2012

Intelligent Shading Control System based on the Lonworks Bus Xiong Aimin1, a, Li Feiyu2, b, Xie Xuan3, c 1The school of Physics & Telecommunication engineering, South China Normal University, 510006, Guangzhou, P.R.
China 2Department of environmental engineering, School of chemical engineering and Materials Science, Beijing Institute of Technology (Zhuhai branch), 510000, Zhuhai, P.R.
China 3The school of Physics & Telecommunication engineering, South China Normal University, 510006, Guangzhou, P.R.
References [1] Standardization Committee of the Ministry of Construction of the People's Republic of China, in: intelligent building design standards, GB-T-50314-2000(2000), p.3-5 [2] Standardization Committee of the Ministry of Construction of the People's Republic of China, in: civil electrical design specifications JGJ-T16-2008(2008), p.2, p.5 [3] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, In: Automatic Fire Alarm System Design Standard, GB 50116—2005(2005), p.3, p.8 [4] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, in: The National Norm of Building Fire System, GB 50016-2006(2006), p.3, p.4 [5] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, in: Automatic Fire Alarm System Data Output Agreement, GB 50016-2011(2011), p.6, p.7

Abu Bakar 1b , Mustafa Maher Al-Tayeb 1a, Hanafi Ismail 2 and Hazizan Md Akil. 2 aSchool of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia bSchool of Materials & Mineral Resources Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Penang, Malaysia b cebad@eng.usm.my, a mtayeb2005@yahoo.com Keywords: Crumb rubber; Cement concrete; Compressive strength; Impact energy.

Analysis of Displacement Monitoring Measurement in Tunnel Construction Yang Liu1, a, Jie Hu1,b 1Department of Civil Engineering, University of Science and Technology Beijing, 100083, China aoceanly@gmail.com, b335797685@qq.com Keywords: Wall rock deformation, Monitoring measurement, Regression analysis.
In this paper, monitoring results of displacement are analyzed based on measured data from Wuxinzhai tunnel in Shanping expressway Engineering Background Wuxinzhai Tunnel is located in the northeast of Wuxinzhai Village in Pinglu District of Shuozhou City.
[2] Xiaoqing Li: Tunnel engineering, Beijing, China Building Industry Press (2004)
[5] China First Highway Engineering Co., Ltd.: Technical Guidelines for Constructuin of Highway Tunnel, Beijing, China Communications Press (2009).

Bio-corrosion of Fibrous Cement Boards and Cement Composites Vlasta Ondrejka Harbuľáková1,b, Adriana Eštoková1,a*, Alena Luptáková2,c and Martina Kovalčíková1,d 1Technical University of Kosice, Faculty of Civil Engineering, Institute of Environmental Engineering, Vysokoskolska 4, 042 00 Kosice, Slovakia 2Slovak Academy of Science, Institute of Geotechnics, Watsonova 42, 041 00 Kosice, Slovakia a*adriana.estokova@tuke.sk, bvlasta.harbulakova@tuke.sk, cluptakal@saske.sk, dmartina.kovalcikova@tuke.sk Keywords: bacteria, building materials, biodeterioration, concrete Abstract.
Vidts, "Durability of Synthetic Fibers in Fiber-Cement Building Materials" Proceedings Fiber Society 2003 Symposium in Advanced Flexible Materials and Structures: Engineering With Fiber, Proceedings, Fiber Society 2003 Symposium in Advanced Flexible Materials and Structures: Engineering With Fiber, Loughborough, UK, pp 27-28, 2003 [2] G.H.D.

Reinforcement and Fiber to Induce Ductile Behavior of Ultra High Performance Steel Fiber Concrete Heng Dong 1,a, Su Li Feng1,b 1School of Civil Engineering, Chang’an University, Xi’an 710061, China adongheng2004@126.com, b fengsuli86@126.com Keywords: Ultra high performance concrete, Fiber reinforced concrete, Ratio of Reinforcement, Fiber content, Ductile behavior Abstract.
Lim, Repair and retrofit with engineered cementitious composites, Engineering Fracture Mechanics 65(2000), pp.317-334 [4] Kendall K., Howard A.H., Birchall J.D, Philos.
Ple, Fracture Mechanics of Reactive Powder Concrete, Material Modelling and Experimental Investigations, Engineering Fracture Mechanics (2002) [8] N.

Elastic-plastic analysis of the circle-castellated steel beam using Finite element method Li Jun1, a, Xiang Jiawei2, b 1,2School of Mechanical and Electrical Engineering, Guilin University of Electronic Technology, Guilin 541004, China agxlslj@126.com, bxjw27@163.com Keywords: Circle-castellated beam; Elastic-plastic analysis; Finite element method Abstract.
They have been widely studied and applied in engineering.
Finite element method is a powerful tool for the structural analysis, and it has been recognized in engineering widely.
Some suggestions are also given for structural design both in meancial and civil engineering.

Research on Horizontal Scheme for Multi-pylon Cable-stayed Bridge Qiang Yue1,2,a , Li Li3,b,Peng-cheng Li4,cand He Jian2,a 1 Hohai College, Chongqing Jiaotong University, Chongqing 400074, China 2Collegeof Civil Engineering, Chongqing Three Gorges University, Chongqing 404000, China 3College of Earth Sciences,Chengdu University of Technology, Chengdu 610059, China 4Southwest China Municipal Engineering Design & Research Institute aemail qiangyue-320@163.com, bemail lily6636694@163.com, Cemail 65805834@qq.com Key words: Horizontal cable; multi-pylon cable-stayed bridge; mid-span deflection Abstract.
[4] Virlogeux M:Recent Evolution of Cable-Stayed Bridges, Engineering Structures, Forum 21, Volume 8(1999), p.737-755
Fan:Bridge Engineering, (China Communications Press China,1997) p.102-105

Influence Analysis of Joint’s Stiffness on Spatial Reticulated Shell Xing Wang1,a and Fan Wang1,b 1School of Architecture and Civil Engineering, Ningbo University of Technology, Ningbo, Zhejiang, 315016, China awyuqi425@163.com, bwxwfyuqi@163.com Keywords: Joint’s stiffness; Spatial reticulated shell; Nonlinear beam-column element; End springs.
It can be obtained from the analysis that, when joint’s bending stiffness is bigger than 108Nm/rad, the structural ultimate load drops 5% than completely fixed joint, joints can be taken as completely fixed in engineering design, ignoring the influence of joint’s stiffness.
(3) When the joint’s bending stiffness is bigger than 108Nm/rad, the ultimate load of Kiewitt type single-layer spherical reticulated shell declines around 5%, joints can be taken as completely fixed in engineering design, ignoring the influence of joint’s stiffness
Engineering Mechanics, No.4, Vol.16 (1999), p. 24-32 [6] Saka T and Heki K: The Effect of Joints on the Strength of Space Trusses, 3rd International Conf. on Space Structure, UK(1984).