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Low speed marine diesel engine is widely adopted in large civil ship.
References [1] Pan Shuangxia, Gao Fei, Feng Peien; The Research on Module Partition Method under Mass Customization Production Mode, Chinese Journal of Mechanical Engineering, 2003 [2] Ulrieh K.
[4] Gong Zhibing, The Research and Realization on Key Technology of Rapid Design Based on Product Platform, Doctoral dissertation, 2006 [5] Yang Chunyan, Cai Wen, Extension Engineering, Beijing: Science Press, 2007 [6] Mao Guojun, Duan Lijuan, Wang Shi, Shi Yun, The Principle and Algorithm of Data Mining, Beijing: Tsinghua University Press, 2005 [7] Yang Shuili, Hou Dongdong, The Adoption of Parts Clustering Algorithm Faced to Modular Manufacturing Unit, Industrial Engineering, 2008(1)

FAILURE ANALYSIS ON MAIN DRIVE SYSTEM OF TRACKED VEHICLES Mingchen Xue1, a, Jian Wu 2,b 1 School of Architecture ＆ Civil Engineering, Liaocheng University, Shandong, China 252059 2 School of Vehicle ＆ Traffic Engineering, Liaocheng University, Shandong, China 252059 a xuemingchen@lcu.edu.cn , b wujian@lcu.edu.cn Keywords: Main Drive System, Coupling, Universal-joint Trunnion, Fatigue Strength.
J. (2000.4), P. 6-9 [4] Limin Fan: Petroleum Refinery Engineering(in chinese).

Contrastive Analysis of the Mechanics Behavior of Concrete-filled Rectangular Steel Tube Frame Structure with Filler wall Yang Wen1,2,a , Cong Li2, b 1Civil &Environmental Engineering School; Beijing University of Science and Technology; Beijing 100083, China 2The College of Civil Engineering, Inner Mongolia University of Science and Technology, Bao Tou 014010,China awenyangalbert@163.com, baben369@163.com Keywords: the concrete-filled rectangle steel tube, frame, filler wall, bearing capacity, energy dissipation Abstract.
Through the Quasi-Static test on two specimens of CFRST frame (KJ)and two specimens of CFRST frame with filler walls(TKJ) in horizontal load, we contrastive analysis the mechanical properties, failure characteristics, the hysteretic curves and ductility, and the test results are provided to support the in-depth study and engineering application of concrete filled steel tubular frame structure.

Journal of Bridge Engineering, 6, 79-86
Journal of Architectural Engineering, 124, 17-23
Conference on Maintenance of Railway Bridges and Civil Engineering Structures, Utrecht

Beam-Shell Compound Finite Strip for the Elastic Stability Analysis of Multi-Trough Rectangle Aquedcut Wei Xu1,a, Liang Huang2,b, Bo Wang2,c 1School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China 2College of Water Conservancy and Environment, Zhengzhou University, Zhengzhou 450001, China azzuxuwei@zzu.edu.cn,bansys10@126.com,cwangbo@zzu.edu.cn Keywords: Stability; Aqueduct; Beam-Shell Compound Finite Strip; Transverse Stiffener Abstract.
The numerical example is a real engineering design.
Bradford: Engineering Structures Vol. 18 (1996), p. 193 [3] M.A.

Application of Bayesian Networks for diagnosis analysis of Modified Sequencing Batch Reactor DanLi1,a, HaiZhen Yang1,b and XiaoFeng Liang2,c 1 School of Environmental Science and Engineering, Tongji University, Shanghai, China 2 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, China a danli313@gmail.com, b haizhenyang@gmail.com, c liangxiaofeng1021@gmail.com Keywords: Bayesian network; diagnosis; inference; modified sequencing batch reactor Abstract: The diagnosis analysis of MSBR has remained difficult due to the complexity of biological reaction mechanisms and the involvement of highly non-linearity and uncertainty.
Saarinen, "Target identification with Bayesian networks", presented at Proceedings of SPIE - The International Society for Optical Engineering, Orlando, FL, USA, 2000

Hubei Transportation Department, Wuhan 440030, China 3 Department of Construction and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China a23160918@qq.com , bzhangyue7810@163.com Key words: Risk Matrix, Mountainous Bridge, Risk.
It requires the seismic engineering research, considering the characteristics of the earthquake and the mechanism of seismic input failure, thus, the criteria for assessing earthquake damage and damage model can be established.
References [1] Lupoi A, Franchin P and Schotanus M: Earthquake Engineering and Structural Dynamics Vol. 32(2003), p. 1275

The Erection Technology of Pile Foundation Construction Platform for the Sanmenkou Cross-harbor Bridge Dong-guo Li 1,2, a, Jian-ping Chen 1 1 College of Construction Engineering, Jilin University, Changchun ,130026,China 2 Dept.of Civil Engineering,Changchun Institute of Technology aldg731109@163.com Keywords: Platform, Trestle, Construction Abstract.
[2] Wen-yuan Yang and Ben Xu: Bridge Construction Engineer Handbook(China Communication Press, China 2003)

Development and conceptual Design of steel deck Pavement used Cement/emulsified-Asphalt/Epoxy resin Concrete Qingjun Ding1,a, Fan Shen1,b Zheng Sun1,c , Shaolong Huang2,d 1School of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430070 2Faculty of Materials Science and Engineering, Hubei University, Wuhan 430062 adingqj@whut.edu.cn, b wwwsf5227@163.com, csunzheng0101@126.com, dlongwei25@126.com Key words: Cement/emulsified-Asphalt/Epoxy resin, steel deck development project, steel deck pavement Abstract: The objective of this article is to provide a paving project for steel bridge deck based on a new composite bonding system of Cement/emulsified-Asphalt/Epoxy resin (CAE).
Acknowledgements This work was financially supported by the State Key Laboratory of High-performance Civil Engineering Materials Open Foundation, Jiangsu Construction Science Research Institute Co., LTD.

Research on the aerodynamic measures impact on flutter stability of steel truss suspension bridge BAI Hua1, a, HUANG Sen-hua1 1Research Center of Highway Large Structure Engineering on Safety, School of Highway, Chang’an University, Xi’an 710064, Shaanxi, China abaihua9810@163.com Keywords: suspension bridge, wind tunnel experiment, flutter, wind resisting measure.
But it is always hard for such type of bridges to reach the flutter stability requirements and besides, the complex and changing wind environment in valley attributes the engineering practice value[5,6] of assuring the flutter stability of the main section of the truss.
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092,China，2008,36(12):1628-1632.