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Li 2,c 1School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia. 2School of Civil Engineering and Architecture, Changzhou institute of technology, Changzhou, Jiangsu.

Jan Vodička, CSc.1,b 1Department of Concrete and Masonry Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic avaclav.racek@fsv.cvut.cz, bjan.vodicka@fsv.cvut.cz Keywords: steel fibre reinforced concrete (SFRC), production, dosage of fibres, concrete plant Abstract.
Workers from Czech Technical University in Prague, Faculty of Civil Engineering, have participated in both examples of productions.

Probabilistic Peak Displacement Analysis of Bridge Structures with P-Δ Effect Bo Yu1, a Di Liu1, b LuFeng Yang1, 2, c 1 Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, School of Civil Engineering & Architecture, Guangxi University, Nanning, 530004, China 2 Agency of Housing and Urban-Rural Development, Guangxi Autonomous Zhuang Region, Nanning, 530028, China a gxuyubo@gxu.edu.cn, b liudi@gxu.edu.cn, c lfyang@gxu.edu.cn Keywords: earthquake; bridge; peak displacement; P-Δeffect Abstract.
Civil.
[7] Pacific Earthquake Engineering Reasearch (PEER) Center.

The Design of a Vibration Reduction Test Platform of the Rigid Hinge Expansion Joint of Jiashao Bridge PENG Tianbo1, a, SUN Bing1, b, HAN Lei1, c 1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China aptb@tongji.edu.cn, bsunbingzd@163.com, cmvp944630278@163.com Keywords: Rigid hinge expansion joint, Finite element analysis, Vibration reduction test platform Abstract The temperature deformation of Jiashao Bridge is a serious problem.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (No. 51278372), the Fundamental Research Funds for the Central Universities and Kwang-Hua Fund for College of Civil Engineering, Tongji University.

China 2College of Science, Civil Aviation University of China, Tianjin, 300300, P.
Hence, FGM has potential application prospect in large space stations, shuttles and many other engineering fields in high temperature environment in recent years [1, 2].
The nonlinear dynamics of engineering structure with FGM are important and several researchers had paid their attention on the study of the nonlinear dynamics for plates in the past ten years.
ZXH2011D006 and ZXH2012DK004, the Scientific Research Foundation of Civil Aviation University of China through grant No. 2010QD04X.

GONCALVES2,b, and Yaman BOLUK3,c 1Associate Professor & Contact Author, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Alberta, T6G 2W2, Canada 2Graduate Research Assistant, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Alberta, T6G 2W2, Canada 3Professor and Nanofiber Chair in Forest Products, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Alberta, Canada, T6G 2W2 avivek@ualberta.ca, bjgoncalv@ualberta.ca, cyaman.boluk@ualberta.ca Keywords: Fly Ash; Geopolymer; High temperature; Sub-Zero Temperature; Polypropylene Fibre; Steel Fibre; Strength; Toughness.
Terry Wang, both undergraduate research assistants at the Civil Engineering Materials Laboratory, University of Alberta for help with tests.
Margarido, Materials for Construction and Civil Engineering: Science, Processing, and Design, Springer. (2015) [2] P.
Scientific & Engineering Research. 4(5) (2013) 75-80
Current Engineering and Technology. 5(4) (2015) 2909-2912

This is the third of ICMCEI conference; we aim at providing a platform for researchers, engineers, academicians as well as industrial professionals from all over the world to present their research results and development activities in Mechanical, Control, and Electronic Information.
This book covers these topics Materials Science and Processing; General Mechanical Engineering and Applied Mechanics; Control Systems and Robotics; Electrical Engineering and Apparatus; Power System and Energy Engineering; Civil, Construction and Geology Research; Electronics and Integrated Circuits, Embedded Technology; Analysis, Testing and Monitoring; Signal, Image Processing and Computational Mathematics; Communication, Networks and Information Technologies; Traffic and Transportation; Product Design and Industrial Engineering.
Kuang-Chao Fan, National Taiwan University Taiwan Committees Conference Chairs Wu-Shiung Feng Department of Electrical Engineering, Chang Gung University Program Committee Chairs Chun-Jung Chen Department of Computer Science, Chinese Culture University Technical Program Committees Kuang-Chao Fan, National Taiwan University Yung-Fa Huang Department of Information and Communication Engineering, Chaoyang University of Technology Jeng-Kuang Hwang Department of Communication Engineering, Yuan Ze University Shi-Jim Yen Department of Computer Science and Information Engineering, National Dong Hwa university Jung-Lang Yu Department of Electrical Engineering, Fu Jen Catholic University Lih-Ren Hwang Department of Information and Communication Engineering, Chaoyang University of Technology Te-ho Wu National Yunlin University of Science and Technology Jong-Ching Wu National Changhua University
of Education Hsiung Chou National Sun Yat-sen University Ko-Wei Lin National Chung Hsing University Grace Lin National Taiwan University Dean Zhao, Jiangsu University Jiang Han Hefei University of Technology Ming-piao Tsai National Formosa University Tieli Sun Northeast Normal University Shihong Shi Soochow University Xiaogang Wu Harbin University of Science and Technology University Science and Technology Lee-Min Lee Department of Electrical Engineering, Dayeh University Tai-Ning Yang Department of Computer Science, Chinese Culture University Sponsors Chinese Culture University, Taiwan

Experimental Study of Concrete Class Influence on Cracks spacing ZORKANE Omar1,a, CHALAH Farid1,b, CHALAH-REZGUI Lila1,c, BALI Abderrahim2,d and OUDJIT Mohamed Nadjib1,e 1Usthb, Faculty of Civil Engineering, Algiers16111, Algeria. 2Construction & Environment Laboratory, Polytechnic National School of Algiers, Algeria.
Thus, the phenomenon of cracks formation can be treated as a normal state only when their openings are limited to avoid a permanent risk of collapse and ensure durability for the civil engineering concrete structures.
These tests were conducted in the laboratory of the department of civil engineering structures of the National Polytechnic School at Algiers.
Ferry Borges, Cracking and deformability of reinforced concrete beams, International Association for Bridge and Structural Engineering, Thesis, Volume 26,1966

Numerical Analysis of Temperature Field of Vertical Frozen Soil Wall Reinforcement at Shield Shaft Jun Hu *1, a, Xiaobin Wang 2,b and Birong Jiang 1,c 1 College of Civil Engineering and Architecture, Hainan University, Haikou, Hainan, 570228, China 2 Changshu Institute of Technology, Changshu, Jiangsu, 215500, China a183633299@qq.com, b369993308@qq.com, c625506645@qq.com Keywords: Shield Launching, Vertical frozen soil wall, Temperature field, Numerical simulation Abstract.
The numerical results provide theoretical data for future engineering designs that are simliar to the present study.
Engineering Background The total length of Nanjing subway route-10 is 41.4 km, with 20 stations.
Study on Numerical Simulation of Cup-shaped Horizontal Freezing Reinforcement Project near Shield Launching[C].2011 International Conference on Electric Technology and Civil Engineering (ICETCE).
A Numerical Simulation Study on the Chemical Reinforcement Area at Shield Start Shaft[C].2011 International Conference on Electric Technology and Civil Engineering (ICETCE).

Wind Load of a Curved Circular Cylinder Structures SZCZEPANIAK Piotr1, a *, PADEWSKA Agnieszka1, b 1Silesian University of Technology; Faculty of Civil Engineering; Department of the Theory of Building Structures; ul.
The last part consists of the engineering applicable advices, presented in the form of a table of coefficients.
Then in most engineering structures made of cylindrical members its axes can be defined as a simple flat curve on the Oxy plane, which is afterwards rotated and translated to the final position, as it is shown below: , (5) , (6) where r(α) is a parametric vector equation of the structural member axis, rb(α) is a base function, MRot is a rotation matrix, r0 is a translation vector, γx , γy , γz are angles of consecutive rotations of the base function around the axes of the global coordinate system.
Kumar, Study on drag coefficient for the flow past a cylinder, International Journal of Civil Engineering Research, Vol. 5, No. 4 (2014), pp. 301-306
Journal of Wind Engineering and Industrial Aerodynamics, Vol. 80, Issues 1-2 (1999), pp. 47-68