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Yinhan Gao1 Xiaotian Yang2 Shengqian Zhang2 1Jilin University Changchun China 2Jilin Architecture and Civil Engineering Institute Changchun China a147670107@qq.com,bguhailong999@139.com Key Words: automobile; electromagnetic compatibility; simulation analysis Abstract.
Currently there are many commercial electromagnetic compatibility simulation software to help engineers to analyze and solve the electromagnetic compatibility problems in automobiles.
His rigorous academic style and careful thought that inspired me a lot .It is his strong support and guidance make our fund projects (Jilin Province Department of education scientific research project [2012]NO.203) be carried out smoothly .At the same time ,I make great thanks to Hailong Gu, Xiaotian Yang, and Shengqian Zhang ,who are studying at the key Laboratory of Jilin Province in Jilin Institute of Architecture and Civil Engineering .Thank you for your support and help!
Equipment Environmental Engineering Vol.2 (2010) ,P.55-59 [4] Bin Li J.
Equipment environmental engineering Electronics Quality Vol.4(2008),P.86-89 [5] Shaofeng Yu, Yu Ying and Xu Mingqian J.

Study on Cable Foces in Cable-stayed Bridges Based on Forward Simulation Method TIAN Chuan1,a, DONG Jun1,b*, LIANG Tian1,c 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China a522640171@qq.com,bjdongcg@bucea.edu.cn,c805976778@qq.com * corresponding author Key words: cable-stayed bridge; cable force; least squire method; simulation analysis Abstract: According to cable tension calculation of cable-stayed bridge on construction, and combining with the example of Xinzao Pearl River Grand Bridge, this work proposes forward-calculation method to analyze cable tension force on construction and establishes geometric calculation simulation model to compare measured cable tension with theoretical cable tension.
According to the experiences in bridge engineering, accuracy requirements of convergence should be met by the following conditions simultaneously[4]
The Analysis Example Engineering background Xinzao Pearl River Bridge is a long span bridge on the express way from Xinzhou to Hualong in Guangzhou province.
The rational finished bridge state is decided by utilizing the function of unknown load factor in Midas/Civil during the process of emulating calculation.
Xiang, Optimization method of cable prestresses of cable-stayed. bridge sand its engineering applications, Chinese Journal of Computational Mechanics, 1998 (1) 118~126

Influence of Nano-Silica Dosage on Properties of Cement Paste Incorporating with High Calcium Fly Ash Teewara Suwan1,a*, Peerapong Jitsangiam1,b and Prinya Chindaprasirt2,c 1Center of Excellence in Natural Disaster Management (CENDIM), Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Thailand 2Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Thailand ateewara.s@cmu.ac.th, bpeerapong@eng.cmu.ac.th, cprinya@kku.ac.th Keywords: Compressive strength, High calcium fly ash, Nano-silica, Portland-fly ash cement, XRD Abstract.
Acknowledgments The author would like to express gratitude to Faculty of Engineering, Chiang Mai University (CMU), Thailand for all supports, also NANOTECH Group Ltd., Germany for the sample of Nano-silica admixture.

A Second-Order Inelastic Analytical Method on Semirigid Connections Steel Frame Jian Liu1, a, Xiangyun Huang1,b , Jiping Hao2,c, Guangen Zhou3,d And Dengfeng Peng1, e 1 School of Civil Engineering, Guangzhou University , Guangzhou , P.R.
China. 2 College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, P.R.
Although the plastic-zone solution may be considered exact, it is not usually used to engineering design, because it is too costly and too computationally intensive.
HAN, volume 1 of Advancedces in Structural Engineering: Theory and Applicaltions, Chinese Science Press (2006)
Ru, volume 1 of Proceedings of the Eighth International Symposium on Structural Engineering for Young Exports, Chinese Science Press (2004) [6] F.

Waterproofing and Breathable Properties of Polyurethane Primers Ming Zhao1,a, Xiong Zhang1,b, Xiaodong Wu2,c, Yueping Dai2,d and Zhi Peng2,e 1Key Laboratory of Advanced Civil Engineering Materials of the Ministry of Education, Tongji University, 4800 Cao An Rd., Shanghai, P.R.
Introduction Coatings are widely used in areas of concrete protection, waterproofing engineering and wall decoration [1-3].
They play an important role in civil engineering.
Waterproofing properties are key issues of coatings applied in waterproofing engineering, concrete protection and wall decoration [5].
(a) (b) Fig.3 Water absorption of specimens (a) bare mortar (b) specimens coated with primer The experimental results of water impermeability and water absorption indicate that both water emulsifiable PU primer and two-component PU primer in the study have satisfying waterproofing properties, which is critical for concrete protection and waterproofing engineering.

., civil infrastructures of the type shown in Figure 1.
The reader is addressed to references [19-21] for details on the design process for such civil infrastructures.
Nielsen, Reduction of ground vibration by means of barriers or soil improvement along a railway track, Soil Dynamics and Earthquake Engineering 25 (2005) 701–716
Kırtel, Field experiments on wave propagation and vibration isolation by using wave barriers, Soil Dynamics and Earthquake Engineering 29 (2009) 824–833
ElNaggar, Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers, Soil Dynamics and Earthquake Engineering 31 (2011) 306–317

., LTD, Xian, Shanxi, 710054, China 2 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, 730070, China asunxilong1@126.com, bbruceluck@sina.com, cligang553@163.com Keywords: Box Aqueduct, Solar Radiation, Thermal Stresses, FEM.
Currently, A set of theories for calculating temperature field and thermal stresses which accord with characteristic of aqueduct's solar temperature boundary is needed badly in civil engineering.
The Example of Engineering Calculation.
References [1] JI Richen and Yaolong Chen: Journal of hydroelectric Engineering Vol. 24(4) (2005) p. 80-84
[2] Huizhu Zhu, Deliang Chen, Fengnian Guan: Aqueducts Water resource and hydroelectric Engineering Publish, Beijing, 2005)

Majid 3,e and R.Zahari3,f 1Department of Mechanical and manufacturing Engineering, Universiti Putra Malaysia, 43400, Selangor, Malaysia 2Department of Mechanical Engineering, University of Malayer, Iran 3Department of Aerospace Engineering, Universiti Putra Malaysia, 43400, Selangor, Malaysia 4Department of Civil Engineering, Aalborg University, 9000 Aalborg, DK aailshahrjerdi2000@yahoo.com, bfaizal@eng.upm.edu.my, csapuan@eng.upm.edu.my, dmeb@civil.aau.dk Keywords: Functionally graded plate; Second order Shear deformation; Free vibration; Temperature dependent Abstract.
Sahraee, Axisymmetric solutions of functionally graded circular and annular plates using second-order shear deformation plate theory, Proceedings of 8th Biennial ASME Conference on Engineering Systems Design and Analysis, ESDA2006, 2006

Comparative Study on Bearing Performance between Y-Section Pile and Conventional Pile WANG Xin-quan1, a, WEI Jiu-san1, b, CHEN Yong-hui3,c 1 Department of Civil Engineering, Zhejiang University City College, Huzhou Street 51#, Hangzhou, Zhejiang P.R., China 310015. 2Department of Civil Engineering, Zhejiang University City College, Huzhou Street 51#, Hangzhou, Zhejiang P.R., China 310015. 3 Geotechnical Research Institute, Hohai University, Xikang Road 1#, Nanjing, Jiangsu P.R., China 210098.
Ren Lian-wei [2] et al presented a simplified formula based on numerical simulation analysis to calculate the ultimate bearing capacity of jet grouting soil-cement-pile and verified its rationality under some on-site engineering examples.
Duan: Chinese Journal of Geotechnical Engineering, Vol.29 (2007), p. 120 [2] L.W.
Han: Chinese Journal of Rock Mechanics and Engineering, Vol.27 (2008), p.615 [5] P.

., Ltd, Shenyang 110014; 3 School of Resource & Civil Engineering, Northeastern University, Shenyang 110004.
The Second National Academic Interchange Symposium of Fiber Reinforced Composite Materials Application in Civil Engineering, Kunming, China, Vol. 7(2002), p. 74
Engineering Structures, Vol. 30(2008), p. 3305
Engineering Structures, Vol. 23(2001), p. 857
Engineering Fracture Mechanics, Vol. 73(2006), p. 1980