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The attitude of civil engineering students towards health and safety risk management: a case study.
European Journal of Engineering Education, 2008,10
Tian, a Research on the Methods of Forecasting and Controlling for Air Compressor. 2010 International Conference on Electrical and Control Engineering, 2010, 230-243.

Molecular Dynamics Study of the Interaction of C-S-H and Chloride Ions Yang ZHOU1 a *, Guodong XU1 b 1Southeast University, School of materials science and engineering, 2 Sipailou, Nanjing, China, ST 211189; PH (+86) 15298353058; atomasy@163.com, b seuxgd@126.com Keywords: Molecular Dynamics; C-S-H; Chloride; Sorption Abstract.
Introduction Cement based materials are the most widely used civil engineering materials in the world.
Japan Prestressed Concrete Engineering Association, Tokyo, Japan,2002, 8, pp.1-16

Application of nanometer materials in engineering plastics The inorganic nanoparticles incorporated into the plastic made of nanometer plastic, because as the dispersed phase of nano particles with small size effect, high specific surface area and high surface activity, make nanometre plastic is plastic that do not have excellent performance.
Journal of Jilin Architecture and Civil Engineering Institute, 2003:27 32 [3] Gleiter H.Nanostructured Materials [J].Japan, Prog Mater Sci, 1989, (33):223
Application of nanotechnology in engineering plastics.

Chongqing Bridge and Its Combination Bridge Zhongfu Xiang1,a, Yong Zeng1,b 1School of Civil Engineering & Architecture, Chongqing Jiaotong University, China axzf6058@126.com, bzycquc@126.com Keywords: Chongqing Bridge, Combination Bridge.
concrete filled steel tubular arch and failure mechanism; first proposed amendment to grid constructional method, equivalent slenderness ratio method, the equivalent beam method and the calculation of ultimate bearing capacity of concrete filled steel tubular node to determine the stress concentration factor and fatigue life prediction method for the design of a theoretical basis for the development 3) Carried out the first system at home and abroad steel concrete shrinkage, creep test; found out the shrinkage, creep law of long-term development, established of a single limb, dumbbell-type and lattice-type steel tube steel arch bridge bearing capacity of initial stress coefficient formula; temperature model, stiffness design method are proposed for concrete filled steel tubular arch rib section; proposed constitutive of large diameter steel tube modified calculation method and formula 4) Construction technology is systematically proposed for steel tube-concrete arch bridge, a national engineer
And create records of transport for large components over Yangtze River, forming a growing volume of steel box girder as a whole floating, turning, hoisting the national engineering methods.

Reinforcement Analysis of Wanjiakouzi Arch Dam Using 3D Nonlinear Finite Element Method WEI wei1,a, JIANG Qinghui2,b, YAO Chi1,c, XIE Tao2,d 1State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China 2School of Civil Engineering, Wuhan University, Wuhan 430072, China aweiwei_276@qq.com, bjqh1972@yahoo.com.cn, cyaoc51@yahoo.com.cn, dtseaser@163.com Keywords: Wanjiakouzi hydropower station, arch dam, complex foundation, 3-D finite element method, reinforcement.
Proceedings of the ISRM international symposium on rock engineering for mountainous regions, EUROCK 2002, November, p. 699–706

Hydration and expansion properties of novel concrete expansive agent Pei-Wei Gao1,a, Fei Geng 1,b and Xiao-Lin Lu1,c 1,Department of Civil Engineering, Nanjing University of Aeronautics & Astronautics, Nanjing 210098, P.
Minerals Engineering 13(2000), 1629-1633
J. of Hydroelectric Engineering 1(2000), 10-11

Research on Control Factors and Performance of YAG Porous Ceramics Yuening Qin1,a, Minghan Xu2,b, Lu Zhong3,c, Daming Du2,d, Jiawei Wu3,e, Fang Wang2,f, and Jieguang Song3,g 1College of Civil Engineering and Architecture, Guangxi Vocational Normal University, Nanning 530008, China 2School of Materials Science and Engineering, Jiujiang University, Jiujiang 332005, China 3Sponge City Research Institute, Pingxiang University, Pingxiang 337055, China a274023049@qq.com, b290516724@qq.com, c1072149674@qq.com, d13405703@163.com, e634969858@qq.com, f407327979 @163.com, e20010038@pxu.edu.cn Keywords: YAG; Sintering aid; Foaming agent; Sintering temperature; Porosity.
YAG also has a great potential application as a high-temperature engineering material because of its good high-temperature strength as well as its superior creep resistance.

Corrosion Fatigue of Aircraft Aluminum Alloy Structure in the Coastal Environment and Improvements Lingcai Huang1, a, Bo Pan 1, b, Tongmin Jiang1,c and Meijun Li2,d 1 School of Reliability and System Engineering, Beijing University of Aeronautics and Astronautics, 100191 Beijing, China 2 Department of Product Engineering, 154 Factory of China National Guizhou Aviation Industry Co,.
Introduction The civil airplane of China was consigned to Fijian in Jan 1992, which was mainly used for inter-island tourist transport.
Sankaran: Engineering Fracture Mechanics Vol.68(2001), p.1493 [8] B.

Seismic Performance of Corroded RC Circular Columns Strengthened with Hybrid Fiber Reinforced Polymers Jianhui Li1, a, Zhaozhong Chang1,b, Ying Li2,c and Zongcai Deng3,d 1 China Academy of Building Research, Beijing 100013, China 2 Beijing Triumph Building Materials Engineering Co, Ltd, Beijing 100024,China 3Beijing University of Technology, Beijing 100124, China a lijh@emails.bjut.edu.cn, bczzcsc@163.com, c li78y@sohu.com, ddengzc@bjut.edu.cn Key words: Fiber reinforced polymer; Hybrid; Corrosion; Column; Seismic performance Abstract.
Introduction Chloride-induced corrosion of steel bars has become one of the major causes of deterioration in many existing RC structures [1], structural engineers are faced with the challenge of assessing the vulnerability of such deteriorated structures and deciding on appropriate strengthening method to improve security guarantee and prolong service life of the structure.
FRP composites are becoming popular in the rehabilitation and strengthening for corroded RC structures in recent years [2-3], but single carbon FRP (CFRP) and glass FRP (GFRP) which have been adopted widely in present exist obvious disadvantage, for example, the deformation capacity of single CFRP is insufficient, and the strength of single GFRP isn’t high, which will restrict severely FRP composites to further using widely in civil engineering field.

The Queuing Model and Simulation of Container Terminal Based on Liner Transport Jingsong Gui1,a, Chunxia Yang2,b 1Ocean and Civil Engineering College, Dalian Ocean University, Dalian, 116024, China 2Transport and Logistics College, Taiyuan University of Technology, Taiyuan, 030024, China aguijs@163.com, bchunxia.yang@gmail.com Keywords: Liner Transport, Queuing Model, Container Terminal, Simulation.
Computer Engineering and Applications, 43(35): 235-238. (2007) [3] C.
Port & Waterway Engineering, 5: 93-97. (2010) [4] X.