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Design of a Cutting Tools Information Integrated System Yuan Meixia1,2,3 a, Gao Zhenli1,Dou Yunping2, Tang Boyan1, 2, Li Shenwang3, Ma Liping3 1School of Mechanical-Electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing100044, China 2Beijing Engineering Research Center of Monitoring for Construction Safety, Beijing100044, China 3School of Mechanical Engineering, Beijing Institute of Technology, Beijing 100081, China ayuanmeixia@bucea.edu.cn Key words: Process Feature; Tool Selecting Abstract: The paper introduces the structure and functional modules of the cutting tools information integrated system technology.
Acknowledgements This work was financially supported by the Research Foundation for Youth Scholars of Beijing University of Civil Engineering and Architecture.
Proceedings of the institution of mechanical engineers.
Part B , Journal of Engineering Manufacture , 2000 , 214 :271 - 292
Proceedings of the institution of mechanical engineers.

Numerical Investigation on Added Mass of Circle Membrane Vibrating in Still Air Yi Zhou 1,a, Yuanqi Li 1, b and Zuyan Shen 1 1Department of Building Engineering, Tongji Unviersity, Shanghai 200092, China asuzhouzhouyi@yahoo.com.cn, bliyq@tongji.edu.cn Keywords: Added Mass, Circular Membrane, Dipole Configuration Method Abstract.
Acknowledgement The authors are grateful to the financial support by the national Natural Science Foundation of China (No.50978192, No. 50638050), the Research Fund of State Key Laboratory of Disaster Reduction in Civil Engineering (No.SLDRCE09-B-01), and Kwang-Hua Fund of College of Civil Engineering, Tongji University.
Experimental added-mass in modal vibration of cylindrical structures, Engineering Structures, Vol. 14(1992), p. 163-175 [2] H.
Added mass estimation of flat membranes vibrating in still air, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 99(2011), p.815-824

Li1,e 1School of Mechanics and Civil Engineering, China University of Mining and Technology,Xuzhou, Jiangsu 221008, China 2 State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221008, China 3 WISDRI Engineering and Research Incorporation Limited,Wuhan, Hubei 430223, China a zgscumt@126.com, bgqz@cumt.edu.cn, czxdcumt@126.com, dweiyazhi2109@163.com, eqingfeng.729@163.com Keywords: additional strain; long monitoring; R/S analysis; Hurst index Abstract: The rupture disasters occurred in more than 110 shafts in Eastern China in recent 23 years, and that caused a significant economic loss.
Feng: Application and effect of grouting in surrounding soil on releasing and restraining additional stress of shaft lining.Chinese Journal of Geotechnical Engineering, Vol. 7(2005),p742 [3] G.Q.Zhou, H.C.Xia and G.S.
E.Hurst:Long-term storage capacity of reservoirs Transactions of American society of Civil Engineers, (1951),p.770

The Design and Research of the Flight Simulator Motion System and Visual System Chunguang Wang 1,a,Shuai Yue2,b 1Department of Mechatronics Engineering, Chongqing College of Electronic Engineering,Chongqing,401331,China 2Department of Management Engineering, Chongqing College of Electronic Engineering,Chongqing,401331,China ahityue@126.com, byue80309@126.com Keywords: Flight simulator, Motion system, Visual system Abstract.
At present, the flight simulator research technology in china is far behind the developed countries, civil aviation need a lot of flying personnel, especially the large plane project in our country is carrying out, flight simulator is need to match with the requirment, so the research on the key technology of flight simulator becomes more and more urgent.
References [1] Liu Changhua, in: The Simulation and Realization of Digital Control Loading System of Flight Simulator,Journal of Civil Aviation Flight University of China, Vol. 3 (2005),p.11~13 [2] William W.Chung, in:A Preliminary Investigation of Achievable Motion Cueing in Ground-Based Flight Simulators for Upset Recovery Maneuvers, AIAA Modeling and Simulation Technologies Conference and Exhibit.Honolulu,Hawaii, Vol. 6868(2008),p.1~8 [3] Yang Yu, Zheng Shutao,Han Junwei, in:Study on Choosing of Wahout Filter Parameters for Flight Simulator,Computer Simulation, Vol. 28(1)( 2011),p.72-83 [4] Zhang Yanyan, Huang Qitao, Han Junwei, Zhang Lei, Jiang hongzhou, in:Design and Implementation of Visual Simulation System in Flight Simulator, Journal of System Simulation, Vol. 21(12)( 2009),p.3662-3667 [5] Lin Yijun,Wang Mingge1,Fan Wangang,Hu Wen, in:Fight Simulator Fidelity Evaluation Based on Fuzzy Evaluation, Science Technology and Engineering, Vol. 8(2)( 2008),p.543-546

Case Study for Rectangular Composite Panel Zone Wanhu Jong1,2,a, Myungjang Hee3,b 1Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea (Corresponding Author) 2Head of Center, Incheon Disaster Prevention Research Center, University of Incheon, 406-840, Republic of Korea 3Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea ajongp24@incheon.ac.kr, bbombshel@naver.com Keyword: Connection of bolt, Concrete filled tube, CFT, End plate connection Abstract.
[2] KJ Shin, YJ Kim, YS Oh, TS Moon: Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements, Engineering Structure., Vol. 23, No. 9, (2001), p.1194 [3] KJ Shin, YJ Kim, YS Oh, TS Moon: Behavior of welded CFT column to H-beam connections with external stiffeners, Engineering Structure ., Vol. 26, No. 11 (2004), p. 971 [4] LY Wu, LL Chung, SF Tsai, GL Huang: Seismic behavior of bidirectional bolted connections for CFT columns and H-beams, Engineering Structure., Vol. 29 (2007), p. 395 [5] LY Wu, LL Chung, SF Tsai, GL Huang: Numerical study on seismic behavior of H-beams with wing plates for bolted beam-column connections, Journal of Constructional Steel Research., Vol. 65 (2009), p. 97

Experimental study of fatigue performance of stay cable damper Liang Dong1,2,a, Li Zishuo1,b 1Dept. of Civil Engineering, Hebei Univ. of Technology, Tianjin 300130, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China aldhebut@gmail.com, blizishuo123@qq.com Keywords: Stayed cable vibration mitigation, oil dampers, fatigue test, performance deterioration, life time.
This machine has an excellent performance for fatigue test in the field of mechanical engineering.
However, the study of damper’s durability is far from being comprehensive and thorough in civil engineering.
The application of vibration mitigation devices in bridge engineering.

Nonlinear Finite Element Analysis on Statically Indeterminate Prestressed Concrete Beam Shutian Fang 1,a Ying Zhang2,b Wenzhao Zhong3,c 1College of Civil Engineering, Heilongjiang Institute of Technology, Harbin, 150001, China 2College of Energy and Materials Engineering, Heilongjiang Business Technology Institute, Harbin, 150001, China 3College of Aerospace and Civil Engineering, Harbin Engineering University, 150001, China a Fang Shutian@126.com,b Zhang Ying@126.com,c1625416291@qq.com Key words：prestressed concrete beam; nonlinearity; ductility; ultimate bearing capacity Abstract.
Project of college students’ scientific research training program of Harbin Engineering University（100102010）.

Reliability Analysis of Railway Tunnel Construction Process within Soft and Weak Rock Mass Using the Unified Elasto-plastic Strength Criterion Junying LIAN 1, a , Taiquan ZHOU 1, a , Yuan HUA1, b and Guoliang DAI2, c 1 Department of Civil Engineering, Southern Yangtze University, Wuxi, China, 214122 2 College of Civil Engineering, Southeast University, Nanjing, China, 210096 a zhoutaiquan@sytu.edu.cn, bhuayuanxinxiang@163.com,czhoutaiquan@163.com Keywords: Reliability analysis; unified elasto-plastic strength criterion; Nonlinear finite element; Rock mass stability; Soft and weak rock mass.
The probability design has been incorporated in civil engineering structure design.
The rock mass mechanical properties and the initial stress field vary greatly in the practical engineering.
It is necessary to take probability analysis for the tunnel engineering design.
However, there remain some problems for performing probability analysis for the tunnel engineering.

Mechanical behavior and constitutive equation of concrete under high-temperature dynamical conditions Jia Bin1,2,a, Li Zhengliang1,b, Tao Junlin2,c and Zhang Chuntao2,d 1Department of Civil Engineering, Chong Qing University, ChongQing, 400030, China 2Department of Civil Engineering and Architecture, Southwest University of Science and Technology, MianYang, 621010, SiChuan, China 3List all distinct addresses in the same way aJiabin216@126.com, b369770836@qq.com, c252121603@qq.com, d739041115@qq.com Keywords: Concrete; High temperature; Dynamical constitutive relation; Damage model.
Introduction Concrete is one kind of load-bearing structural material that is widely used in fields such as civil engineering, industrial engineering and military engineering, in working process of concrete structure, it carries not only the normal design load(usually the quasi-static load), but often various effects of dramatic changes, for example, concrete structure subjected to blast loading will undergo states of high temperature, high pressure and high strain rate, while collapse in the fire generates impulsive loading on the substructure, so it is necessary to study the mechanical behavior and constitutive relation of concrete under high-temperature dynamical conditions.
The high-temperature SHPB tests are completed in the structural mechanics research institute of China Academy of Engineering Physics.
(Engineering Structures, 2002, 24: 597-611
) [5] Dong Yuli, Xie Heping, Li Shiping: Continuum damage mechanics constitutive model of concrete under compression, (Engineering Mechanics, 1996,13(1):44-53

An Investigation into Nonlinearity of Foundation Soil of Gravity Retaining Wall Based on an Inversion Method Hongyan Xi 1, a, Junhua Zhang 2, b , Jing Sun 2, c, Jing Li 2, d, Youqing Wang 3, e, Xianmai Chen 4, f and Futong Wang 2, g 1Daqing High-tech Industrial Development Zone-Plan, Construction & Design Institute, 18 Chuangyexin Road, Daqing, China 163000 2School of Architecture and Civil Engineering, Heilongjiang University, 74 Xuefu Road, Nangang District, Harbin, China 150080 3School of Civil Engineering, Harbin Institute of Technology, 202 Haihe Road, Nangang District, Harbin, China 150090 4School of Civil Engineering and Architecture, Central South University, 22 Shaoshan South Road, Tianxin District, Changsha, China 410075 axhylzj@163.com, bzhangjunhua19712@126.com, ciemshunj@163.com, d79550738@qq.com, ewyq0540@sina.com, fxianmaichen@yahoo.com.cn, gwang-futong@126.com Keywords: Gravity retaining wall, inversion, nonlinearity, residual displacement, earthquake Abstract
In: Proceeding of the 12th World Conference on Earthquake Engineering, edited by New Zealand Society for Earthquake Engineering, Auckland.
In: Recent Advances in Earthquake Engineering, edited by Y.Y.
Report of the Earthquake Engineering Research Center, No.
In: Proceeding of 12th World Conference on Earthquake Engineering, edited by S.