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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.

Strength Analysis of Planetary Trains' Carrier of EPB Shield Machine Lifeng Chen1,2, a, Xiaoling Wu1,b and Datong Qin1,c 1 The State Key Laboratory of Mechanical Transmission, Chongqing University, Chongqing, 400044, China 2 College of Electromechanical engineering, Hunan University of Science and Technology, Xiangtan, Hunan, 411201, China a hnustchen@163.com, b xiaolingwu1@gmail.com, c dtqin@cqu.edu.cn Keywords: Shield machine, Carrier, Finite Element method, Strength.
[5] Houmei Zhang, Xiuguo Wu and Weihua Zeng: Chinese Journal of Rock Mechanics and Engineering Vol. s2 (2005), p. 5762-5766,in Chinese
[7] Hongxin Wang and Deming Fu:China Civil Engineering Journal Vol. 9(2006), p. 86-90,in Chinese

Science Technology and Engineering, 12 (2012) 9861-9864
Liu, et al, Characteristics and fitting model of structure plane in layered rock mass, Journal of Civil, Architectural & Environmental Engineering, 5 (2009) 38-42
Cai, Rock Mechanics and Geotechnical Engineering, Science Press, Beijing, 2002

Analytical Evaluation of Plastic Resistance of Column Base Connection using Convex Set Theory Jae-hyouk CHOI1, a and Kenichi OHI1,b 1 Dept. of Architecture & Civil Eng., Faculty of Eng.
References [1] Kenichi Ohi, Hisashi Tanaka, Koichi Takashina; Ultimate Resistance of Steel Structure Exposed-type Column Base, Journal of structural and constructuction engineering (Transactions of AIJ), No. 308. (1981) [2] CHOI, Jae-hyouk, OHI, Kenichi., "Dynamic Characteristic Identification on Steel Column bases Installed in Pendulum-type Earthquake Response Observatory", KSME International Journal, The Korea society of mechanical Engineering, , Vol.18, No.12, pp.2225-2235. (2004) [3] CHOI, Jae-hyouk, OHI, Kenichi, "Evaluation on Interaction Surface of Plastic Resistances for Exposed-type Steel Column Base under Bi-axial Bending", Journal of Mechanical Science and Technology, The Korea society of mechanical Engineering, Vol. 19, No.3, pp.826-835. (2005) Fig. 5 Resistance Interaction Surface and Collapse Mode

By expanding the state function gp(X,t) to first-order approximation in a Taylor series of vector-valued functions and matrix-valued functions at a point E(X(t))=X(t)d, which is on the failure surface gp(X(t)d)=0, the expression of gp(X,t) is given (19) After knowing the first four order moments, that is to say mean value, variance, covariance, the third moment and the fourth moment of the basic random parameter X, the reliability index is defined as (20) The new reliability index with arbitrary distribution parameter can be given as (21) In engineering practice, the data available may only be sufficient to evaluate the first few moments such as mean, variance, the third moment, and the fourth moment of the random variables.
Chinese Journal of Mechanical Engineering,2010,46(14):167-188
Civil Engneering Systems. 1986, 3(4): 203-209 [3] BJEARGER P, KRENK S.
Journal of Engineering Mechanics, ASCE, 1989, 115(7): 1577-1582 [4] VETTER W J.