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Proceedings of Institution Civil Engineering Transportation. 1993( 100), p. 145~156
Journal of Bridge Engineering, 2011, p, 453~455
Journal of Bridge Engineering.1999, p. 107~109

Shear Failure Load of SFR-UHPCC I-Beam without Stirrup Based on Limit Analysis of Concrete Plasticity Xiangguo Wu 1,2,a, Sangmook Han1,b , Sungwook Kim 3,c and Sutae Kang3,d 1 School of Civil and Environmental Engineering, Kumoh National Institute of Technology, Gumi, Gyeongbuk 730�701, Korea 2 On leave from School of Architecture Engineering, Harbin Engineering University, Harbin 150001, People's Republic of China 3 Korea Institute of Construction Technology, 2311, Daewha-Dong Ilsan-Gu Goyang-Si Gyeonggi-Do 411-712, Korea awxg_heu@hotmail.com, bsmhan@kumoh.ac.kr, cswkim@kict.re.kr, dalphard@kict.re.kr Keywords: shear failure; limit analysis; steel fiber; ultra high performance concrete Abstract.

Langfang Teachers College Institute of Architecture Civil Engineering,China 2.
Highway Engineering Quality Monitoring Department of Langfang City Traffic Bureau ,China aemail, hbwanglimei@163.com Keywords: Slag powder; Fly ash; Jianshuiji; Dosage; anti-permeability Abstract.
Cement and Concrete for Highway Engineering Test code [S].

Safety evaluation of mine lane tunneling project based on grey relation analysis Yang Renshu1, a, Wang Xu1, b 1 School of mechanics &civil engineering, China University of Mining and Technology (Beijing), Beijing 100083, China alszyyinpeng@126.com, bcumtbwx@126.com Keywords: Grey relation analysis, Coal lane, Tunneling, Safety assessment Abstract: In order to understand the security situation in the process of coal lane tunneling project effectively, this paper determines the safety evaluation indicators according to the actual situation in the coal lane tunneling, and then combining the indicators using grey relation analysis to evaluate the security situation of the sample coal lane tunneling projects. 
However, coal tunneling project is a complex engineering influenced by many factors, related to all aspects of personnel, equipment, materials and environment, and it has a lot of technical process, bored by the geological conditions and natural climatic conditions.
References [1] Julong Deng:The grey theory foundation, edtied by Huazhong University of Science and Technology Press, (2002), in press(In Chinese) [2] Jun Yan, Lihui Li: submitted to Journal of Systems Engineering Theory & Practice, 2001, p.136-138(In Chinese) [3] Weidong Wu, Guoxun Jing, Jianping Wei : submitted to Journal of China Coal Society, 2001, p.290(In Chinese)

Practical Method for Estimating Corrosion Depth of Uncoated Carbon Steel Using Thickness of the Corrosion-product Layer Shigenobu Kainuma1,a, Yuya Yamamoto2,b, Hideyuki Hayashi1,c, Yoshihiro Itoh3,d 1Department of Civil Engineering, Kyushu University, 744, Motooka, Nishi-ku, Fukuoka 819-0395, Japan 2Kansai Branch, West Nippon Expressway Company Limited, 15, Shinokaminagao, Shino-cho, Kameoka-shi, Kyoto 621-0826, Japan 3Mechanical Engineering Research Laboratory, Kobe Steel, Ltd.,　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　1-5-5, Takatsukadai, Nishi-ku, Kobe 651-2271, Japan akai@doc.kyushu-u.ac.jp, by.yamamoto.aq@w-nexco.co.jp, chideyuki@doc.kyushu-u.ac.jp, dito.yoshihiro@kobelco.com Keywords: Corrosion depth, Corrosion product layer, Carbon steel, Atmospheric exposure test, Electromagnetic coating thickness tester Abstract.
Oshikawa : Prediction Method for Mean Corrosion Depth of Uncoated Carbon Steel Plate Subjected to Rainfall Effect using Fe/Ag Galvanic Couple ACM-Type Corrosion Sensor, Corrosion Engineering, 2011, Vol. 60, No. 11, pp. 415-423 (2011).

Water Environment Quality Evaluation based on FMEM Jinghan Xu1, Yanfang Diao1, a,*, Gang Wang1, Na Yao1 1 College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian, China a,* Corresponding author. email: diaoyanfang@sohu.com Keywords: water environment; fuzzy matter-element evaluation method (FMEM); DaWen River Abstract.
(2) FMEM is not only suitable for the water environment quality evaluation, but also applicable to engineering fields which involve optimization, sequencing, classification and decision making
[4] HuiCheng Zhou, Gaihong Zhang, Gongli Wang, Multi-objective decision making approach based on entropy weights for reservoir flood control operation, Journal of Water Resources Engineering. 38 (2007) 100-106

Due to their high stiffness-to-weight and strength-to-weight ratios, they are applied to various structures in aerospace, automotive, and marine industry or in civil engineering.
Arslan, Buckling analysis of laminated composite plate with an elliptical/circular cutout using FEM, Advances in Engineering Software 41 (2010) 161-164
Pasinli, Shape and position effects of double holes on lateral buckling of cantilever composite beams, Composites Part B: Engineering 55 (2013) 433-439

Hysteresis Analysis of RC Columns Based on Fiber Cross-Section Model Yanqun Zhoua, Meixin Yeb , Zhishuo Yangc, Li Oud College of Civil Engineering and Architecture, Central South University, Changsha, China 410075 a645571279@qq.com, b584067420@qq.com, cyzs21@126.com, d1270232089@qq.com Keywords:Fiber model,Reinforced concrete column, Cyclic load,UMAT, Hysterestic relation, Numerical simulation Abstract.
(in Chinese) [2]Wang Xun-liu,Lu Xin-zheng,YE Lie-pin: Engineering Mechanics.
(in Chinese) [3]Enrico.Spacone :Earthquake Engineering and Structural Dynamics.

Dynamic Failure Surface of Concrete under Multiaxial Dynamic Loads Huailiang WANGa, Junyu YUANb Civil and Architectural Engineering College, Dalian University, Dalian, China awhuailiang@163.com, byuanjunyu@dlu.edu.cn Key words: concrete; multiaxial dynamic experiment; dynamic failure surface; octahedral stress Abstract.
Introduction Most engineering materials exhibit load-rate or strain-rate dependent properties such as strength and deformation.
Association for Bridge and Structural Engineering, Seminar on Concrete Structures Subjected to Triaxial Stresses, Vol.3(1974), p.1

Movement and Deformation Rules of Gauss Coordinates based on Ellipsoid expanded modal Li Xin Jin1,2,a, Lian Jun Wang1,b, Song Lin Yang1,c 1 School of Civil Engineering Beijing Jiaotong University, Beijing 100044, China 2 The First Survey and Design Institute of China Railways, Xi’an 710043, China atyyjlx@vip.sina.com, bljwang@bjtu.edu.cn, cslyang@bjtu.edu.cn Keywords: Ellipsoid expanded modal, Projection deformation, Coordinates system, Gauss coordinates Abstract: This paper studies on deducing the analytic formulae on Gauss coordinates displacement before or after the increase of major radius of ellipsoid expanded modals, which is based on the partial derivatives of geodetic coordinates in Gauss coordinates deducing from direct solution formulae of the Gauss projection coordinates in conjunction with differential coefficient formulae and variable of geodetic coordinates.
Prefaces While establishing the engineering independent coordinate system, the transformation of ellipsoids is often referred to.
We can choose the ellipsoid which is corresponding to BJ 54, Xi’an 80, and WGS 84 coordinate system in accordance with the actual engineering application.