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Research of Strength of Dongji Reinforced Concrete T-beam Bridge Xiao Zhong Zhang 1 ,a Yong Bing Liu1,b Wei Xin Hu1,c Jing Song Zhu1,d 1Department of Architectural Engineering Of Quzhou Univercity,ZheJiang,Quzhou,324000,China azhangxiaozhong@126.com, bliuyb2050@126.com, chwxqh@163.com ,dzhujs67@163.com Keywords: Reinforced concrete, Research, Strength, T-beam bridge Abstract：Based on the investigation and detection of Dongji Bridge, a reinforced concrete (RC) T-beam bridge, the major diseases of the bridge was identified.
The developed method can provide important engineering references for the evaluation and inspection of other bridges.
Calculated using the Midas civil Bridge software, the live load effect, car specifications included in the original impact factor.
The result of principal tensile stress analysis of Dongji bridge see in Fig.5 and Fig.6; Bottom plate stress of mid-span section of 2nd span was computed by Midas Civil ,the result are listed in Fig.7.
References [1] Fan lichu, Bridge Engineering.

Extension of VIKOR method for multi-attribute group decision making with incomplete weights Chen-Guang Xu1,a,Dong-Xiao Liu1,b,Min Li1,c 1School of Information Engineering, Nanchang Institute of Technology, Nanchang, 330099, China aemail: xcg@nit.edu.cn, bemail: ldx@nit.edu.cn, cemail: lm@nit.edu.cn Keywords: Multi-attribute group decision making (MAGDM); Interval-valued intuitionistic fuzzy decision matrix; Interval-valued intuitionistic fuzzy numbers (IVIFNs); Induced interval-valued intuitionistic fuzzy hybrid averaging (I-IIFHA) operator; VIKOR Abstract.
Opricovic, Multicriteria optimization of civil engineering systems, Faculty of Civil Engineering, University of Belgrade, Belgrade, Yugoslavia, 1998

On some aspects of application of vegetative roofs in building structures Michal Majsniar1,a, Stanislav Šťastník1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic amajsniar.m@fce.vutbr.cz, bstastnik.s@fce.vutbr.cz Keywords: vegetative roofs, building structures, heat transfer, computational modelling Abstract.
Even reducing the total problem to the multi-physical analysis, based on the conservation principles of classical thermomechanics, including such effects as phase changes, chemical reactions, etc., we have to simplify the resulting mathematical system of partial differential equation of evolution of relevant quantities, as temperature, material density, flow velocities, etc., substantially, to obtain some computational engineering results in a not very expensive way.
The original software has been created at the Brno University of Technology, Faculty of Civil Engineering, in the programming language Pascal inside the Delphi environment.

On the improvement of hydraulic conductivity function in van Genuchten-Mualem model Park, Yeong Mog1,a , Oh, Seboong1,b, Jin, Inchul1,c and Oh Kyun Kwon2,d 1Department of Civil Engineering, Yeungnam University, Gyeongsan, Republic of Korea 2Department of Civil Engineering, Keimyung University, Daegu, KOREA aympark@yumail.ac.kr, bsebungoh@yu.ac.kr (Corresponding Author), ceveryou85@nate.com, dohkwon@kmu.ac.kr, Keywords: hydraulic conductivity, unsaturated soils, soil water retention characteristics, numerical stability Abstract.
Indirect method to evaluate unsaturated hydraulic conductivity is common to engineering practice in unsaturated soil mechanics (Kunze et al., 1968; Mualem, 1976; van Genuchten, 1980).

Hydrodynamic Analysis of Fluid Effect in Rigid Rectangular Tank Due to Harmonic Motion Kamila Kotrasová1, a* Eva Kormaníková1, b 1Faculty of Civil Engineering TU, Vysokoškolská 4, 040 01 KOŠICE, Slovakia akamila.kotrasova@tuke.sk, beva.kormanikova@tuke.sk Keywords: rectangular tank, fluid, harmonic motion, experiment Abstract.
In: Civil and evironmental engineering.
The 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China

Engineering Case A 5.98m deep foundation pit is considered in this paper.
Corresponding author Dangshu Zhao (1972-), Male, Han, Master, Associate Professor, mainly engaged in researching of Civil Engineering and Business Management.
Chinese Journal of Geotechnical Engineering , 2008, 30(1)：66~71
Chinese Journal of Geotechnical Engineering , 2005, 27(7)：844~848
Chinese Journal of Rock Mechanics Engineering , 2003, 22(7)：1203~1206

Also it to bring together academics, scientists, engineers, postgraduates and other professionals in the area of material science and engineering technology from all over the world.
Dongyan Shi, Harbin Engineering University College of Mechanical and Electrical Engineering Committees Organizer Prof.
Dongyan Shi Harbin Engineering University College of Mechanical and Electrical Engineering Secretary Jiwoong Park Committee of ICMSE Associate Editors Prof.
Dangyan Shi Harbin Engineering University Prof.
Kanghun Lee Korea Institute of Civil Engineering and Building Technology

A Reformulation of a Multi-Axial Failure Criterion for the Concrete Simona COCCIA1,a, Mario COMO1,b * and Fabio DI CARLO1,c 1Department of Civil Engineering and Computer Science, University of Rome “Tor Vergata”, Italy acoccia@ing.uniroma2.it, bcomo@ing.uniroma2.it, cdi.carlo@ing.uniroma2.it Keywords: concrete, failure criterion, thermal behaviour, iso-stress model.
The research of a failure criterion for concrete under multi-axial stresses is a very important task because of the numerous civil engineering applications.
The science and engineering of materials. 6th ed
Journal of Geotechnical and Geoenvironmental Engineering, 106 (ASCE 15715)
Journal of Engineering Mechanics, (103), 527-535

Numerical Simulation of Hygro-thermal Deformation of Concrete Based on Heat and Moisture Transfer Depeng Chen1, a , Chunlin Liu2,b* and Chunxiang Qian3,c 1 School of Civil Engineering, Anhui University of Technology, Ma'anshan, China 2 School of Civil Engineering, Anhui University of Technology, Ma'anshan, China 3 School of Materials Science and Engineering, Southeast University, Nanjing, China a dpchen@ahut.edu.cn, b'* Corresponding author: chunlinliu@163.com, ccxqian@seu.edu.cn Keywords: Hygro-thermal deformation, coupling heat-moisture transfer, concrete, numerical simulation Abstract: Concrete deformation due to temperature and moisture condition will always develop simultaneously and interactively.
Journal Of Materials In Civil Engineering, 1995, 7(4): 204-207.

Full-scale Segment Model Test and Stress Analysis of Abnormally Shaped Anchorage Zone of Cable-stayed Bridge Pylon Li Yue1,2,a, Cai Qinfeng3,b 1School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P.R.China 2Hanyang Building Management Centre, Wuhan 430050, P.R.China 3Hanyang Administration of Work Safety, Wuhan 430050, P.R.China aleeyue321@whut.edu.cn, b79895789@qq.com Keywords: cable-stayed bridge; abnormally shaped anchorage zone; full-scale segment model test; stress analysis Abstract.
(in Chinese) [4] Xiang Y Q, Yi S P and Du X Q: submitted to China Civil Engineering Journal (2000).
(in Chinese) [5] Liu Z, Meng S P and Liu Z: submitted to China Civil Engineering Journal (2004).
(in Chinese) [7] Peng M, Chen S P and Yu T Q: submitted to Journal of Wuhan University of Technology (Transportation Science &Engineering) (2004).