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Preface Dear Distinguished Authors and Guests, The Organizing Committee warmly welcomes you to 2013 5th International Conference on Mechanical and Electronics Engineering (ICMEE 2013), held on August 17-18, 2013, Tianjin, China.
The aim of ICMEE 2013 is to present the latest research and results of scientists (professors, students, PhD Students, engineers, and post-doc scientist) related to Mechanical and Electronics Engineering topics.
The main conference themes and tracks are Mechanical and Electronics Engineering etc.
Xu Tao, Civil Aviation University of China Prof.

Thus, the experiments and engineering applications of mechanical behaviors of CFRP bars external pre-stressing continuous box beam are significantly meaningful to promote developments of the bridge structure theories and the utilization of FRP materials.
Structure of external prestressing technology and engineering applications, China building industry press，Beijing, 2008.1， [4] YANG Li.
Mechanics Performance of FRP Tendons Used in Engineering Structure,Journal of Architecture and Civil Engineering, Vol . 23 No. 3,Sept . 2006,p.26-31 [7] DAI WanJiang .Theoretical Research on Behavior of Concrete Beam Reinforced with FRP Bar.

Design of embedded remote fire alarm module Xiong Aimin1, Li Feiyu2, Wen Jiawen3 The school of Physics & Telecommunication engineering, South China Normal University, 510006, Guangzhou, P.R China Department of environmental engineering, School of chemical engineering and Materials Science, Beijing Institute of Technology (Zhuhai branch), 510000, Zhuhai, P.R.China The school of Physics & Telecommunication engineering, South China Normal University, 510006, Guangzhou, P.R.China E-mail: xaimin@163.com, E-mail: 423133925@qq.com, E-mail: 1609619259@qq.com Keywords: TCP / IP Protocol Embedded, Remote Fire Alarm Abstract.
References [1] Standardization Committee of the Ministry of Construction of the People's Republic of China,2008, In: Code for electric design of civil buildings, JGJ16—2008, p.6 [2] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, 1998, In: Automatic Fire Alarm System Design Standard , GB 50116—98, p.3 [3] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, 2005, In: Automatic Fire Alarm System Design Standard, GB 50116—2005, p.3, p.5 [4] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, 2006, In: The National Norm of Building Fire System, GB 50016-2006, p.2, p.4 [5] Technical Standardization Committee of the People's Republic of China Ministry of Public Security Fire, 2011, In: Automatic Fire Alarm System Data Output Agreement, GB 50016-2011, p.3

Classification of Rock Burst Tendency Based on Uncertainty Measurement Theory Chao Wang1, a, Xiaoxia Zhao2, b 1Faculty of Land Resource Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650093, China 2 Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650093, China achaobest@163.com, b695186310@qq.com Keywords: Rock Burst, Uncertainty Measurement Theory, Entropy Method, Rock Burst Tendency, Classification.
The discrimination results of five samples show that uncertainty measurement model can be considered as having a steady discriminating ability and has excellent operability, high classification accuracy and is an effective method to engineering application.
References [1] Jienan Pan, Zhaoping Meng and Baomin Liu: Chinese Journal of Rock Mechanics and Engineering Vol.24 (2005), p.4422-4427.

Using Shear Wave Velocity to Assess the Stiffness of Soil-Cement-Fly Ash Keeratikan Piriyakul Center of Excellent in Structural Dynamics and Urban Management, Department of Civil and Environmental Engineering Technology, College of Industrial Technology, King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand.
It is a parameter for practical geotechnical problems both in earthquake engineering and in the prediction of soil structure interaction.
The engineering properties were found that the specific gravity is 2.72, the natural water content was 66.3%, the mass density was 1,470 kg/m3 and the liquid limit is 88%. 60 experiment soft Bangkok clay samples were prepared at the liquid limit by mixing 20% by weight of Portland cement Type 1 as recommended by [2] and varying the replacement fly ash of 0, 10, 15, 20, 25 and 30%.
Petchgate, Foundation Engineering Cement Column, Kasem Design and Consultant, (2010)

Manufacturing Technique and Property Evaluation of Polyester/Polypropylene Fasciated Yarn Used in Geogrids Jin-Mao Chen1, Ching-Wen Lou2, a, Ching-Wen Lin3, Wen-Hao Hsing4 and Jia-Horng Lin1, 5, 6, b 1Laboratory of Fiber Application and Manufacturing, Department of Fiber and Composite Materials, Feng Chia University, Taichung City 407, Taiwan, R.O.C. 2Institute of Biomedical Engineering and Material Science, Central Taiwan University of Science and Technology, Taichung 406, Taiwan, R.O.C. 3Department of Fashion Design, Asia University, Taichung 41354, Taiwan, R.O.C. 4The Department of Textile Engineering, Chinese Culture University, Taipei 11114, Taiwan, R.O.C. 5School of Chinese Medicine, China Medical University, Taichung 40402, Taiwan, R.O.C. 6Department of Biotechnology, Asia University, Taichung 41354, Taiwan, R.O.C.
The successive civil engineering disasters in recent years make the use of geomaterial for disaster prevention popular.
French engineer, Henri Vidal, proposed the Principle of Reinforced Earth in 1966, and due to its great effect, this reinforcement material discussed in the principle has been widely used in geoengineering.

Department of Architectural Engineering, Zhejiang University of Technology, Hangzhou 310032, Zhejiang 3.
Department of Civil and Environment Engineering, West Virginia University, Morgantown, WV26506-6103, USA) Key words:settlement;additional stress;analytic solution;ripped-rock quantity Abstract:In order to manage and control the settlement along the highway, and meet the needs of the project, it is necessary to study the settlement calculation and prediction methods.
And then Substitution the eqn(1) into eqn(5), the analytic formula can be written by (6) 3 Examples of engineering application 3.1 Specification method to calculate the settlement Tai Zhou Central Port Highway from the white sand to head door.
Through the specification analytic method to calculate the increased ripped-rock quantity of the highway because of the settlement is more accurate than the specification table look-up method, guiding significance for practical engineering.

Research on the influence parameter of thermal fatigue of the composites material SiCp/A356 used on brake disc Zhou Suxia1,a, Zhang Junqing2,b, Yang Yue3,c, Xie Jilong2,d 1School of Mechanical-Electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044; 2Engineering Research Center of Structure Reliability and Operation Measurement Technology of Rail Guided Vehicles, Ministry of Education, Beijing Jiaotong University，Beijing, China, 100044; 3Vehicle Performance Center of Foton Automotive Engineering Research Institute, Beijing, 102206 a sxzhou1971@163.com, b 07116296@bjtu.edu.cn, cyangyue@foton.com.cn, d jlxie@bjtu.edu.cn Keywords: Brake disc; SiCp/A356 composite materials; thermal fatigue; thermal elastic-plastic finite element Abstract: Thermal fatigue tests are carried out to the notch specimens made of particle-reinforced composites entitled SiCp/A356 between 20℃ and 300℃.
Reference [1] Kiple R C, Mackin T J, Noe S C,et al.Engineering Failure Analysis, 2002(9):63-67

Structural Modal Analysis Based on HHT and Butterworth Filter Cui Dingyu a, Xin Kegui b, Qi Quanquan c Department of Civil Engineering, Tsinghua University, CHINA acdy2008310043@gmail.com, bxkg-dci@tsinghua.edu.cn, cqiquan46@gmail.com Key words: modal parameter identification; Hilbert-Huang transform(HHT) ; Butterworth filter.
In structural engineering, HHT is widely used in structural modal identification, damage detection and seismic analysis.
Earthquake engineering & structural dynamics 2003. 32(9): 1443-1467
Earthquake Engineering and Structural Dynamics, 2003. 32(10):1533-1554

Application of Unascertained Measure-Entropy Evaluation Model for Program Selection of Shaft Construction under Complex Conditions LI Wanqing1, a, CHEN Mujie1, b and MENG Wenqing2, c 1 College of Economics and Management, Hebei University of Engineering, Handan, Hebei, China; 2College of Civil Engineering, Hebei University of Engineering, Handan, Hebei, China a mujie-chen@163.com, b chenmujie88@163.com, chelili0910@163.com Keywords: Shaft construction; Complex conditions; Unascertained measurement; Entropy weight; Evaluation Abstract.
Research on the Software Reliability Model Selection Based on Unascertained Set [J].Systems Engineering-Theory & Practice, 2006, (8):91-94