Search results

Removal of Isopropyl alcohol (IPA) using Anodized Photocatalytic Metal Membrane Reactor Jong-Oh Kim1,a , Won-Youl Choi2,b and Yong-Woo Lee3,c 1Department of Civil Engineering, Gangneung–Wonju National University, Gangneung Daehangno 120, Gangneung, Gangwon-do, 210-702, Korea 2Department of Metal and Materials Engineering, Gangneung–Wonju National University, Gangneung Daehangno 120, Gangneung, Gangwon-do, 210-702, Korea 3Department of Applied Chemistry, Hanyang University, 1271 Sa 1-dong, Sangnok-gu, Ansan, Gyunggi-do, 426-791, Korea a jokim@gwnu.ac.kr, bcwy@gwnu.ac.kr, cyongwoolee@hanyang.ac.kr Keywords: Anodized Photocatalytic Metal Membrane Reactor, IPA, TiO2, Electric Wastewater Abstract.
[4] Ramesh Thiruvenkatachari, Tae ouk Kwon, Il Shik MoonKorean Journal of Chemical Engineering ,Vol. 22, (2005), p.938-944
[5] European Commission DG ENV, Towards the Establishment of a Priority List of Substances for Further Evaluation of Their Role in Endocrine Disruption-preparation of a Candidate List of Substances as a Basis for Priority Setting, BKH Consulting Engineers (2000).

Effect of the inhomogeneity of a substratum soil on longitudinal settlements of a shield tunnel Qian Yang1,a Junxing Zhang2,b Gengning Zhang1,a 1School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, 050043 2Heibei Institute of Physical Education,shijiazhuang,050041 ayangq@stdu.edu.cn bzhangjx@mail.hepec.edu.cn Keywords: substratum soil; tunnel in soft soil; longitudinal settlement; Finite element method Abstract: In this paper, we perform a 3D finite element analysis for the longitudinal settlement of a shield tunnel in soft soil, where a substratum soil contains a soft layer.
Therefore, theoretical calculations should be used to obtain the longitudinal deformation value, and then carry out appropriate engineering measures to control the deformations, such as setting deformation joint.
XIV International Conference of Soil Mechanics and Foundation Engineering.
Subgrade Engineering, 2010, 16(1):3 4-36(in Chinese).

Hatami2,b 1Faculty of Civil Engineering (FKA), Universiti Teknologi Malaysia, Johor, Malaysia aakadir@utm.my, bshatami2@live.utm.my *akadir@utm.my Keywords: Shear wall; Coupling beam; Rectangular opening; octagonal opening.
Kotsovos, NLFE analysis of RC structural walls and design implication,Journal of Structural Engineering. 116(1990) 146-164
Vecchio, Finite element modelling of concrete expansion and confinement, Journal of Structural Engineering. 118(1992) 2390-2406
Subedi, I: Analysis of coupling beams, Journal of Structural Engineering. 117(1991) 667-680.

The RCC Arch Dam Analysis During Overload Yu Xia 1, a, Ying-ye Yu2, b, Xiao-lian Zhao 3,c and Zhong-qing Zhang 4,d 1Civil Engineering and Architecture College of Guangxi University of Science and Technology, Liuzhou, China 2 Logistic Service Management Centre of Guangxi University of Science and Technology, Liuzhou, China 3.College of Resources and Environment, Guangxi University, Nanning China 4 College of Civil and Architecture Engineering, Guangxi University, Nanning, China asumm-rain@163.com, b4288921@qq.com cxiaolianbsh@126.com, dzhangzq@gxu.edu.cn Keyword: overload analysis arch dam RCC.
Introduction Due to the high safety and less cost of arch dam, it is built all over the world [1], Arch dam is one kind of important dam type, because of material strength’s full display, large load bearing capacity, small body, convenient flood discharge arrangement, potential high safety, perfect earthquake resistance performance and so on; it receives domestic and foreign engineers’ favor.
It can be quickly and simply constructed, uses less concrete per unit, and generates less heat, so engineers pay much attention to it.

Quasi-Static Characteristics Analysis for Barge Bow Structure based on Experimental and FEA Study Yifeng Mao 1,2,a, Weiqing Liu 1,b and Hai Fang 1,c 1 College of Civil Engineering, Nanjing Tech University, Nanjing 211816, China 2 China Railway Major Bridge Reconnaissance & Design Institute Co.
Computer Aided Engineering, 2011(2), P.70 [6] D.W.
Journal of Disaster Prevention and Mitigation Engineering, 2011. 31(2), P.160 [7].
Engineering Mechanics, 2003(9), P155

Study of Influences of Soil-Structure Interaction on Seismic Response of Extradosed Cable-stayed Bridge Guojing He1, a, Haitao Zhang1,b , Jie Lu1,c 1Bridge Engineering Institute, Central South University of Forestry and Technology, Changsha, Hunan, 410000, China acegjh@hotmail.com, bzht20062272@163.com, byuanjielu0613@163.com Keywords: Extradose Cable-stayed Bridge, Soil-Structure Interaction, Dynamic Characteistics, Seismic Response.
Engineering Background Sifang Bridge is located in Suijiang Country of Sichuan Province which is one of the most traffic arteries connecting B and C zones in Jinsui Road.
The finite element model is established using Midas/Civil 2006, and the beam,the tower and the pier are modeled by the three-dimensional beam frame while the cables are simulated by truss elements.
Beijing: Renmin Communication Press (2008) [5] Yuxian Hu: Earthquake Engineering.
Beijing: Earthquake Press (2006) [6] Said M.Allam,T.K.Datta: Engineering Structures Vol. 22(2000), p.1367

The Influence of Reinforced Concrete Beams Crack on Size Effect Yi QIN Department of Civil Engineering, Eastern Liaoning University, Dandong 118003 China yangtianyi1999@126.com Key Words: Size Effect, Crack Model, Fracture Toughness, Reinforced Concrete Beams, Crack Expansion.
Fracture mechanics and its engineering application [M].Harbin: Harbin engineering university press, 2007
Journal of Hydraulic Engineering, 2006,37 (7): 795—800

Energy Consumption Analysis of Cooling System in Jiahe Deep Coal Mine ZHANG Yi 1, 2, a, GUO Dong ming 1,2,b , Tian Jing 3,c 1 State Key Laboratory for Geomechanics and Deep Underground Engineering, Beijing, 100083, China 2 School of Mechanics, Architecture and Civil Engineering, China University of Mining and Technology (Beijing), 100083, China 3 Infrastructure Planning Office, Nankai University, Tianjin, 300071 asonshu770209@126.com, bwjgdm1999@163.com, c tianjing12@foxmail.com Keywords: deep mine, cooling, HEMS system, heat damage, energy consumption Abstract.
Rock mechanics and hazard control in deep mining engineering in China [J].
Basic theory of deep mining and engineering practice[M].Beijing: Science Press,2006,5-6.

Determining the Effective Length of Frame Column in the Action of the Fore with Variable Directions Zhilun Ouyang 1, a, Donghua Zhou 1, b, Yao Zheng1, c, Jinglin Zhu1, d, Chunxiu Han1, 2, e 1School of Civil Engineering, Kunming University of Science and Technology, Kunming, 650500, China 2Faculty of Architectural Engineering, Kunming Metallurgy College, Kunming, 650033, China al251720706@163.com,bstahlverbundau@yahoo.com.cn, c871022054@qq.com, d417035235@qq.com, e593416010@qq.com Keywords: equilibrium condition method, frame column, the effective length coefficient Abstract.
In practical engineering structures, Fig.2.1 is more useful than Fig.2.2 Fig.2.2 The effective length coefficient of frame column Summary At present the frame column in the action of the fore with variable directions often occurs in the practical engineering.

Capability of Two Equation k-ω Turbulence Model to Predict Pressure Values on “Quarter-Circular” Object KRALIK Juraj1,a *, HUBOVA Olga2,b, KONECNA Lenka2,c 1Slovak University of Technology in Bratislava, Faculty of Architecture, Institute of Construction in Architecture and Engineering Structures, Namestie Slobody 19, 812 45 Bratislava, Slovakia 2Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, 810 05 Bratislava, Slovakia akralik@fa.stuba.sk, bolga.hubova@stuba.sk, clenka.konecna@stuba.sk Keywords: turbulence, pressure, ANSYS Fluent, quarter-circular, air flow, experiment Abstract.
Introduction As Computer Fluid Dynamic (CFD) software develops, problems of fluid dynamics becoming interesting for more engineers.
Today’s designers are not limited in shapes of building, so engineers can find them self in situations where they needs to analyze effect of approaching wind in theirs project.