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The basic material properties parameters are as follows, ,, The simply supported beam is divided into 20 units for structural dynamic analysis, and the unit number is given below. 6m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Fig.1 Schematic diagram of the simple support beam In the damage analysis, the stiffness of the unit can be changed by reducing the elastic modulus to simulate the various damage conditions.
Acknowledgements This work was financially supported by National Natural Science Foundation of China (41172317).
Structural damage detection method based on modal strain energy[J], Journal of Vibration and Shock, 2002,21(2): 1~10
Structural damage detection method based on modal strain energy[J], Journal of the China Railway Society, 2002,24(2):92~94

Fig.3 Current waveform of different ESD discharge model Fig.4 ESD damage the transistor equivalent circuit in Human Body Model Electrostatic discharge electric thermal injury model Due to ESD current was too large, local area temperature exceeded the melting point, leading to partial melting of the material.
Acknowledgment The authors wish to thank the project supported by National Natural Science Foundation of China (51277179).
Journal of Electrostatics, vol. 64,no. 2,pp. 88-95,2006
Journal of Electrostatics, vol. 64,no. 2,pp. 72-79,2006

Journal of Beijing University of Aeronautics and Astronautics 34(11) (2008), p1261–1265(in chinese)
Journal of Beijing University of Aeronautics and Astronautics 27(2) (2001) p237–240
Method of Software Quality Evaluation Based on Rough Set Theory. 2011 Academic and Teaching Seminar on Electronic Information Sciences of Higher Vocational Education. (2011)
Software reliability: The report of current technology development. the tenth compiled material of the quality and reliability.

The Analysis of the Necessity and Feasibility of Carbon Dioxide Storage in China Chuanlin Huo1,2,a, Cheng Huo2,b and Daoming Guan*1,2,c 1 College of Environment Science and Engineering, Dalian Maritime University, Dalian, Liaoning, 116026, China 2 Key Laboratory for Ecological Environment in Coastal Areas (SOA), National Marine Environmental Monitoring Center, Dalian, Liaoning, 116023, China aclhuo@nmemc.gov.cn, bchuo@nmemc.gov.cn, cdmguan@nmemc.gov.cn Keywords: carbon dioxide storage; necessity and feasibility.
It can not only meet the demand of the people's material life, but also to make our country to establish the image of a responsible big country in the international community and to play a certain role in the international strategy.
Liu and B. bai: Chinese Journal of Rock Mechanics and Engineering Vol. 25 (2006), p. 963 [8] E.
Cheng: Journal of Jianghan Petroleum University of Staff and Workers Vol. 23 (2010), p. 69 [10] X.

The causes may be different: degeneration of bearings due to exposure to vibration, material fatigue, increased clearance due to fraying, etc., which require intervention to repair identified problem [3].
Acknowledgement This paper is result of project III-43014, financed by the Serbian Ministry of Science.
References: [1] Hojat Ahmadi and Kaveh Mollazade, A practical approach to electromotor fault diagnosis ofImam Khomaynei silo by vibration condition monitoring, African Journal of Agricultural Research, Vol. 4 (4), pp. 383-388, April 2008
[3] Hong-Hee Lee, Ngoc-Tu Nguyen and Jeong-Min Kwon, Bearing Fault Diagnosis Using Fuzzy Inference Optimized by Neural Network and Genetic Algorithm, Journal of Electrical Engineering & Technology, Vol. 2, No. 3, pp. 353~357, 2007

Due to the grass is a kind 0f ideal linear elasticity material, the analysis is based on linear elasticity finite element method and ANSYS is used to build model and calculate.
Acknowledgments Project supported by the doctoral foundation of Shandong Jianzhu University (Grant No.XNBS1247) and the Science-Technology Development Plan Program Foundation of Shandong Province, China (Grant No. 2012GGX10319) References [1] Weiming Lai: Mechanical Analysis and Engineering Application of Point Supported Glass Curtain Wall.
Journal of Vibration and Shock.
Journal of Wind Engineering and Industrial Aerodynam.

The material in modeling the VAWT is proposed to be a fiber plastic of 1000 kg/m3.
Oki and A.Minoda: Journal of Thermal Science Vol. 18 (2009), p. 54-57 [2] W.
Pan: Journal of Central South University Vol. 19 (2012), p. 727-732 [3] K.

Introduction HPFL reinforcement method is a thin-wall reinforcement method with new inorganic composite materials as base materials and steel mesh as reinforced material.
Introduction to Test Materials and Reinforcement Plan Select an element in the intermediate zone of slab-column structure as the test model.The overall dimensions are 1500mm×1500mm×780mm, of which the thickness of slab is 80mm and the dimensions ofcolumn are 150mm×150mm×700mm (See Fig.1).
Constitutive Relation between Materials Formula regulated in the Code is adopted when the constitutive relation between concrete and ferrocement is in a rising stage while with the relation in a declining stage, Hongnestand treatment method is adopted, namely: If c0, (1) If 0ccu, (2) In accordance with calculation and regulations in the Code, n=2, 0=0.002, cu=0.0033.
References [1] Shang Shouping,Jiang Longmin，Zhang Maoxin.Experimental Investigation into the Strengthening of Eccentric Compression RC Column Using Composite Mortar Laminate Reinforced with Mesh Reinforcement[J].Journal of Building Structures,2005,26(2):18-33.
（in Chinese） [5] Yu Jie,Chen Lingli,Xu Nuo.Comparison of DynamicPerformance of Reinforced Concrete Frame Joint with Different Failure Modes[J].Journal of Shanghai University(Natural Science),2011,17(5):669-674.

It is a set of material and physical properties.
Emergence, Vol. 1 (1999),p.10-38 [2] Chen Yu, Complex Adaptive System (CAS) theory and its application - the origin, content and Revelation . the Journal of system disputatious science Vol.4(2001) ,p.35-39 [3] Xu Zhi, in: System Science.
Shanghai Science and Technology Education Press(2000 ) [4] Senge, P.M. , in: The Fifth Discipline.
Academy of Management Journal, Vol.1(1998) ,p.3-6
Science of Science and Science and Technology Management, Vol.12(2007 ),p.167-173 [13] Ying Peng, Xing Cao, Guiyue Song, Fucheng Ming, Analysis on the Boundary Decision of Chinese Telecom Operator - A Study Based on the Research of Transaction Cost.

Jones, A General Theory for Elastically Constrained Ball and Roller Bearings under Arbitrary Load and Speed Conditions, ASME Journal of Basic Engineering. (1960) 309-320
Lazovic, Load distribution between rolling elements of deep groove ball bearings, Journal of Mechanical Engineering, 3 (2000) 14-17
Guillot, Calculation of the Stiffness Matrix of Angular Contact Ball Bearings by Using the Analytical Approach, ASME Journal of Mechanical Design. 122(1) (2000) 83-90
Tomović, Calculation of the necessary level of external radial load for inner ring support on q rolling elements in a radial bearing with internal radial clearance, International Journal of Mechanical Science. 60 (2012) 23-33
Miltenović, Vibration response of rigid rotor in unloaded rolling element bearing, International Journal of Mechanical Sciences. 52(9) (2010) 1176-1185