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It consists of three main function objects of energy, material, information and some corresponding sub-function objects.
Acknowledgements This work has been supported by the National Natural Science Foundation, China (No.50875355), and the Basic Scientific Research Project of National Defense, China (A1120110002).
Journal of Mechanical Engineering Vol. 45 (2009), p. 157-167, in Chinese
Journal of Xidian University Vol. 27 (2000), p. 803-806, in Chinese
Journal of Mechanical Engineering Vol. 45 (2009), p. 189-196, in Chinese.

China (863 Program, Grant No. 2007AA09Z316) and National Natural Science Foundation (No. 50809075).
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In establishing a mathematical model to represent the vehicle dynamics, the following assumptions are made for the formulation of the problem: 1) Epoxy asphalt paving are homogeneous, continuous material. 2) A two degrees-of-freedom (DOF) vehicle model is presented in Fig. 2. and Fig. 3) The steel deck paving is treated as a slab-on girder rigid supported on all across clapboards. 4) The wheels maintain full contact with the bridge surface without separation.
A D B E maximum dynamic amplification factors C Fig. 5 Maximum dynamic response under different load cases Fig. 6 Peak value of maximum dynamic amplification factors under different road roughness maximum dynamic amplification factors maximum dynamic amplification factors Adding epoxy asphalt as a cohensive layer No adding epoxy asphalt as a cohensive layer Fig. 7 Peak value of maximum dynamic amplification factors under different paving damag Fig. 8 Peak value of maximum dynamic amplification factors under different road roughness Acknowledgments：The work described in this paper was supported by a grant from the National Natural Science Foundation of China (60974049), Innovation Project of Jiangsu Province and the Science Foundation of Nantong of China (K2009018).
Liu: China Civil Engineering Journal, Vol. 40(2007).No.4, pp.51-59.
Xu: Journal of Highway and Transportation Research and Development, Vol. 26(2009) No.9, pp.85-90.
Zhu: Journal of Sound and Vibration, Vol. 282(2005) No. 325, pp. 805-830.

The first is the viscous damping force, it is related to the geometry of the apparatus, the material parameters of the damper, and the shear rate of the device, it has nothing to do with the applied current.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (No.51175001), the Natural Science Foundation of Anhui Province, China (No.11040606M144), the Research Foundation of Education Bureau of Anhui Province,China(No.KJ2011B016, KJ2012B011), the Foundation for Young Talents in College of Anhui Province, China(No. 2011SQRL077), and Anhui Key Laboratory of Anvanced Numerical Control & Servo Technology, China.
References [1] Yan-quan He, Shao-jun Liu: Automotive Engineering Vol. 28 (2006), p. 667-670(In Chinese) [2] Spencer Jr B F, Dyke S J: ASCE Journal of Engineering Mechanics Vol. 1 (1996), p. 565-575 [3] Hai-ping Du, Kam-Yim Sze: Journal of Sound Vibration Vol. 283 (2005), p. 981-996 [4] Shao-bo Lu, Yi-nong Li: Journal of Vibration Vol. 30 (2011), p. 63-68(In Chinese) [5] Jie-ping Chen, Wu-tang Feng, Wan-shan Guo: Transactions of the Chinese Society for Agricultural Machinery Vol. 42 (2011), p. 7-13(In Chinese) [6] Zhao-dong Xu, Ying-qing Guo: Soli Dynamics and Earthquake Engineering Vol. 28 (2008), p. 717-727 [7] Seung-Yong OK, Dong-Seok Kim, Kwan-Soon Park: Engineering Structures Vol. 29 (2007), p. 776-788

College of Mathematics and Information Science, Neijiang Normal University, Neijiang 641112, China azhangli520520520@tom.com, bktengwu@njtc.edu.cn Keywords: Mechanics of Explosion, Detonation Shock Dynamic Theory, Level Set Method, Numerical Simulation.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China(10872085).
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Therefore, the SCF is widely used in the extraction, biochemical reaction, material processing and other fields.
References [1] Molecular Dynamics Simulation of Water under Superhigh Pressure, ZHOU Xiao-Ping, YANG Xiang-Dong, LIU Jin-Chao, Chinese Journal of High Pressure Physics, 2009, 23(4) [2] A molecular dynamics simulation of supercritical methanol, LI Yong, LIU Jin-chao, XU Hai-quan, LU Cheng, LI Shu-Seng Journal of Southwest University for Nationalities(Natrual Science Edition) 2009, 35(4) [3] A Modern Course in Statistical Physics, L.E.Reichl [4] Quantum Statistical Mechanics, Zhang Xian-Wei [5] A Molecular Dynamics Simulation of Infinite Dilute Diffusion Coefficients of Benzene and Naphthalene in Supercritical Carbon Dioxide, ZHOU Jian, LU Xiao-Hua,WANG Yan-Ru, SHI Jun, Chemical Journal of Chinese Universities, 2000,21(5) [6] Influence Of Attractive Interaction Between Molecules In Dealing With The Behavior Of Actual Gas, ZHANG Yong-Mei, Physics and Engineering, 2012,22(5) [7] Boltzmann Factor Equation of the Real Gas,WU Yi-Bin Jiangxi Science 2011, 29(1) [8] Method of Molecular

Table 1 Parameters in finite element method Material type Bulk density [kN/m3] Elastic modulus [MPa] Poisson ratio v [kPa] [ ° ] Soil 1 18.0 30 0.3 125 30 Soil 2 18.0 25 0.3 60 20 Soil 3 18.0 15 0.3 35 20 Concrete 25.0 27800 0.2 - - In order to analyze the variation of tunnel bending moments under the conditions of different weakening area with a different weakening degree of the structural soil, there are four typical cases were selected for analyses on different weakening area as follows (shown in Fig.3-Fig.6 ): (1) Case 1 (Fig.3): the structure of natural soil is considered as soil 1
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (Grant No. 11072193 and 10872161), and China Postdoctoral Science Foundation funded project (20100481354).
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In the process, the material nonlinearity, geometric nonlinearity, and contact nonlinearity must be taken into consideration in finite element analysis.
Acknowledgements This work was financial supported by the National Natural Science Foundation of China (51108063), and the China Postdoctoral Science Foundation (20110491536).
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Aiken: Journal of Structural Engineering Vol. 130 (2004), p. 880

Study on Concrete Dam Temperature Evaluation based on Distributed Optical Fiber Temperature Yaoying HAUNG1, a, Dandan LIU1,b , Lixin QU2 , Yihong ZHOU1 1College of Hydraulic & Environmental Engineering of Three Gorges University, Yichang 443002, Hubei, China 2State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuh an University, Wuhan 430072, Hubei, China ahuangyaoying@sohu.com, bdanny7712@126.com Keywords: Temperature evaluation; Distributed optical Fiber; Fuzzy synthetic evaluation Abstract: The dam concrete material properties wre influenced by the implementation of temperature control measures on site.
Acknowledgements This work was financially supported by National Natural Science Foundation of China (51079079) and Science Research Innovation Foundation of China’s Tree Gorges University (2011CX012).
Journal Of China Rural Water & Hydropower, 2008(12):99-102.
(in Chinese) [6] Wei LUO and Zhigen HU:Multi-objective Decision-making Of RCC Dam Working Scheme Based On Entropy Weight [J].Journal Of Wuhan University(engineering version),2009.

Physics and chemistry of materials processing. 6 (2009) 41-47
(Special Issue on Techniques and Technologies) World Applied Sciences Journal. 22 (2013) 87-90
Manufacture of MAW electrodes from nanodisperse materials // World Applied Sciences Journal. 29 (6) (2014) 720-723
Part 1 - Materials, Methods of Research and Role of Chemical Elements, J.
Archives of Materials Science and Engineering. 2 (2008) 121-124