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Advisory Committee will not only improve the government agencies outside relationship, but also make use of outside expertise, expand the experience and vision of civil servants, be more conducive to sound decision making.
‘Research frame for incentive mechanism of the construction agent in government investment project: from the perspective of project governance.’ 2009 IEEE International Conference on Industrial Engineering and Engineering Management (IEEM 2009). 1513-1517
China Civil Engineering Journal 41(7), (2008). 82-86
Journal of management in engineering, 25(3), (2009). 115-121

Acid Attack on Cement Paste Containing Limestone Powder LIU Shuhua 1,a WANG Zhigang1,b KONG Yaning1,c LI Lihua2,d and RAO Meijuan3,e 1 State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China 2 School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan 430068, China 3 Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto, 615-8540, Japan a dr.shliu@163.com, b 1005145510@qq.com, c kongyaning1224@126.com, d lilihua466@163.com, eraomeijuanding@163.com Keywords: acid attack; limestone powder; water-binder ratio; gypsum.
If these byproducts can be used as admixture in concrete, an important significance in alleviating the raw material shortage of practical engineering will be made.

Study on Reliability Design of Fiber Wound Reinforced Plastics Pressure Vessel Jun SHENa and Huaiqin XIE School of Materials Science and Engineering, Harbin Institute of Technology, Harbin 150001, China asj98hit@yahoo.com Keywords: CFWRP composite pressure vessel; reliability design; fiber winding technique; probabilistic distribution of carbon fiber strength.
Introduction The uses of CFWRP composite pressure vessel have expanded in aerospace, defense and civil applications in recent years due to their high specific strength and stiffness, excellent corrosion resistance and so on.
Kumar, et al: An Engineering Approach for Elastic-Plastic Fracture Analysis, in: EPRI Report NP-1931, National Defense Industry Publications, Beijing, (1985) [4] J.W.
Nilsson: Reliability Assessment by Aid of Probabilistic Fracture Mechanics, Int J Pres Ves & Piping, Vol. 54 (1993), p. 341-352 [6] Wang Zhiwen, et al: Advice on General Failure Evaluation Curve of Pressure Vessel, in: the 8 th National Symposium on Reactor Structural Mechanics, Nuclear Publications, Beijing, (1994) [7] Zhao yafan, Song Mingda: Application and Research of Reliability Procedure in the Design of Pressure Vessels, Chemical Engineering Design, Vol. 12(5) (2002), p. 24-26 [8] Xiao Fangchun: Study for Value Reliability Design of Composite Cylinder Pressure Vessels, Structure & Environment Engineering, 2 (1997), p. 57-60 [9] Yan Fei, Dai Dehai, Zhu Zhichun: Finite Element Analysis Technology of Filament Wound Pressure Vessel Structures, Aerospace, Shanghai, 6 (2003), p. 33-36 [10] Harbin Univ. of Civil Eng. and Architecture: FRP Structural Analysis and Design, Chinese Construction Industry Publications, Beijing, (1981) [11] GJB1026A-1999.

De Baets1,d 1 Department of Mechanical Construction and Production, Faculty of Engineering, Ghent University, Ghent, Belgium 2 Civil Engineering Department, Faculty of Engineering, QIAU University, Qazvin, Iran a Hojjati_reza@yahoo.com, bHojjati@fsiran.com, c Magd.abdelwahab@ugent.be, d Patrick.DeBaets@UGent.be Keywords: Fretting Fatigue; Fracture mechanics; Finite Element Analysis.
[4] FRANC2D/L: A crack propagation simulator for plane layered structures, School of Civil and Environmental Engineering, Cornell University, Ithaca, New York (1998)

The Stability Evaluations of Municipal Landfill in Malaysia for Future Land Use NIK DAUD Nik Norsyahariati1,a*, AZMAN Nurul Ayunie1,b, IBRAHIM Siti Aisyah1,c and AHSAN Amimul1,d 1Department of Civil Engineering, Engineering Faculty, University Putra Malaysia, 43400, UPM, Serdang, Selangor, Malaysia E-mail: aniknor@upm.edu.my bpooh_snail@yahoo.com csiti.aisyah.ibr@gmail.com daahsan@upm.edu.my Keywords: solid waste, site stability, settlement, shear strength, properties Abstract.
American Society of Civil Engineers
Electronic Journal of Geotechnical Engineering 18F, pp. 1181 – 1188

The Research of the Impact of Dynamic Analysis from the Stiffness of the Light Steel Floor of the Steel Frame Chunxia Gong*1,a , CaoXi2, b 1The College of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China 2The College of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China aemail:284436467@qq.com , bemail:caoxi@imut.edu.cn Keywords: Light steel floor, Stiffness,Modal analysis Abstract: This paper uses ANSYS10.0 to make modal analysis of the finite element models of the light steel frame.
The practical engineering application of the light steel floor is lack.The rigid floor assumption can reduce the degree of freedom of the structural displacement and simplify the calculation method.
[4] H.S.Xu: Analysis of Engineering Case of Steel Structure Construction by ANSYS, edited by Machinery Industry Press (2011).

Longitudinal Seismic Forces of Long-span Bridge Bing Bai1, a, Zeyu Wu2, b and Xiaoshan Deng1, c 1Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650233, P.
In order to meet the accuracy of engineering need, the first fifty mode results are combined.
Sun: China civil engineering journal, Vol. 38 (2005), p.78.
Fang: Bidge engineering.

A New Torsion Element of Thin-Walled Beams Including Shear Deformation Zhao Qiang Wang1, a, Jin Cheng Zhao1,b and Jing Hai Gong1,c 1Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, China azqwang2007@yahoo.com, bjczhao@sjtu.edu.cn, cgongjh@sjtu.edu.cn Keywords: Restrained Torsion, Thin-Walled Beam, First-Order Torsion Theory, Finite Element, Shear Deformation.
Introduction Thin-walled structures are widely used in the fields of civil, mechanical and naval constructions, aeronautical/aerospace, automotive and helicopter rotor blades, and comprise an important and growing proportion of engineering structures [1].
Nowzartash: Journal of Structural Engineering Vol. 129 (2003), p. 215-223 [5] S.Y.
Will: International Journal for Numerical Methods in Engineering Vol. 43 (1998), p. 1173-1191 [6] S.W.

Statistical Analysis for Fatigue Life of Concrete Dongfu Zhao 1, a , Weiwei Kong 1, b , Xiaoruan Song2 1 Department.of Civil Engineering, Beijing Institute of Civil Engineering and Architecture, Beijing 100044,China; 2State Key Laboratory of Coastal Engineering, Dalian University of Technology, Dalian 116024, China zhaodongfu@bucea.edu.cn, kongweiwei2008@sina.com Key words: fatigue life, statistical test, fuzzy optimization, variance analysis, sample size Abstract.
The engineering fuzzy set theory [M].

Study on Mechanical Behavior of the Key Components of High-level Transfer Frame-shear Wall Structure with Steel-lead Viscoelastic dampers Ling Yi 1, a, Congxiao Wu 2,b 1 JiangXi University of Science and Technology, GangZhou,341000, P.R.China 2School of Civil Engineering, Guangzhou University, Guangzhou 510006,P.R.China ayiling76326@163.com, bwu-congxiao@163.com Keywords: Energy dissipation, High-level transfer, Transfer beam, Mechanical behavior Abstract.
:Journal of Earthquake resistant engineering and retrofitting.Vol.28(5) (2006),p.72-77,(in Chinese) [3] Zhou Y, Deng X S, Wu C X.
Journal of Earthquake resistant engineering and retrofitting.Vol.29(6) (2007),p.1-9,(in Chinese)
Journal of China civil engineering journal.Vol.41(9) (2008),p.54-59(in Chinese)