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Numerical Modelling The numerical modelling was dealt with at the Faculty of Civil Engineering VSB-Technical University of Ostrava using ANSYS Fluent software.
Hong, Experimental and analytical evaluation of flow in a square-to square wind tunnel contraction, Journal of Wind Engineering and Industrial Aerodynamics. 89 (2001) 247-262
Fang, A design method for contractions with square end sections, Journal of Fluids Engineering. 119 (1997) 454-458
Wolf, Design of a variable contraction for a full-scale automotive wind tunnel, Journal of Wind Engineering and Industrial Aerodynamics. 56 (1995) 1-21
Pospisil, Models of load on buildings from the effects of the flow field, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 2013, pp.91–97

Study on three-dimensional design of crankshaft piston group of diesel engine based on Pro-E Shi Yan1,a, LIU Yongfeng2,b, JIA Xiaoshe3,c 1School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China 2School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China 3School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China asyst1988@163.com, bliuyongfeng@bucea.edu.cn, cjiaxiaoshe@sina.com Keywords: Pro-E, feature modeling, crankshaft Abstract.

Xu 1,d 1 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China 2 Civil Engineering Department, The University of Hong Kong, Hong Kong, China a Z.Z.Liang@163.com, btca@mail.neu.edu.cn, chrectlg@hkucc.hku.hk, drfpa@mechsoft.cn Keywords: Direct tensile test; Numerical simulation; Fractal; Heterogeneity.
Consideration of the tensile behavior of rock under direct tensile loading conditions is required in designs of civil engineering and hydraulic engineering.
Vol. 27(1990), pp 231-242 [3] Pells P.J.N. in: Comprehensive Rock Engineering, , edtied by J.A.
Key Engineering Materials Vol. 297-300, (2005), pp. 1113-1119

Application of energy method for determining loss factor in dynamic systems with hysteretic damping Vladimir Smirnov1,a, Vladimir Mondrus2,b 1Postgraduate student, Department of Structural Mechanics, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoechaussee, Moscow, 129337, Russian Federation 2Doctor of Technical Sciences, Professor, Head of department, Department of Structural Mechanics, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoechaussee, Moscow, 129337, Russian Federation abelohvost@list.ru, bmondrus@mail.ru Keywords:hysteretic damping, vibration isolation, micro seismic activity, low-frequency vibration isolation, precision equipment, numerical modelling.
Metallurgical Engineering. (1974)
Precision engineering, Vol. 1, pp. 12 – 20 (1995)
Sci-tech journal of Moscow State University of Civil Engineering.
Parallel integration using OpenMP and GPU to solve engineering problems.

Parameters Selection of Asphalt Pavement Compaction Based on Virtual Experiment Xi Zhao The Department of Architecture and Civil Engineering, Huizhou University, Huizhou 516007, Guangdong, PRC zhaoxi_0523@163.com Keywords: asphalt pavement; compaction technology; model; virtual experiment.
Wang Duanyi of road engineering research institute in south China University of technology.
References [1] Lanying Guo. subgrade engineering, 2006,(4):125-127.
Journal of Materials in Civil Engineering. 2004，(34): 140-145
Science Technology and Engineering.Vol.9 No.8 (Apr.2009):2257-2259 [10] Xi Zhao.

Nitrogen And Phosphorus Removal In Synthetic Domestic Wastewater using SBBR technology Yunxiao Jin1,2,a, Xuelin Li3,b 1 Key Laboratory of Urban Stormwater System and Water Environment (Beijing University of Civil Engineering and Architecture, Ministry of Education, Beijing, 100032,China 2 Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang , Henan, 471023,China 3 Luoyang Senior Technical School, Luoyang , Henan, 471023,China a jyx9988 @126.com, b wgg@lit.edu.cn Keywords: nitrogen; phosphorus; wastewater; SBBR.
This work was funded by Open Research Fund Program of Key Laboratory of Urban Stormwater System and Water Environment （Beijing University of Civil Engineering and Architecture), Ministry of Education (YH201103004).
[2] Cho J, Song K G and Ahn K H: Bioprocess and Biosystems Engineering.
[7] Kim D, Jung N and Park Y: Korean Journal of Chemical Engineering. 25(2008), p793-800.

Dehghani3, c and Keyvan Asghari4, d 1Gradute Student, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran 2Associate Professor, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran 3Assistant Professor, Department of Water Engineering, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran 4Assistant Professor, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran amjaarabi@cv.iut.ac.ir, bmchamani@cc.iut.ac.ir, ca.dehghani@gau.ac.ir, dkasghari@cc.iut.ac.ir Key words: Local Scour, Bridge Pier, Nonuniform Sediment, Numerical Simulation, Time Dependence Abstract.
Johnson, Reliability-based Pier Scour Engineering, J.

Nonlinear Analytical Model of RC Shear-Critical Frame Elements Yunpeng Zhang 1, a, Bo Diao 2, b and Yinghua Ye3, c 1,2,3 Department of Civil Engineering, Beihang University, Beijing, 100191, China aashengsearch@163.com, bdiaobo@buaa.edu.cn, c yhye@buaa.edu.cn Keywords: reinforced concrete, frame structures, shear, nonlinear analysis, stirrup.
J., User Manual for the 2-Dimensional Version Ruaumoko2D, Department of Civil Engineering, Computer Program Library, University of Canterbury, Christchurch, New Zealand ,2005, pp 87
Engineering Structures 29(2007) 3404-3419
Civil Engineering Department of East China Institute of Water Conservancy, the Designing Institute of the 3rd Navigational Engineering Bureau of DOT, 1984 (In Chinese).

The Seismic Behavior of The Materials Used in the Steel-Plate Shear Walls with Concrete Filled Steel Tube Columns Yaohong Wang1,a, Wanlin Cao1,2,a and Gang Li1,a 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124 China 2Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education of China, Beijing 100124 China awang_yaohong@163.com Key Words: Concrete Filled Steel Tube; Steel-Plate; Seismic Behavior Abstract: Based on the experiment, the author has made the finite element analysis of three steel-plate shear walls with concrete filled steel tube columns.
Introduction How enhances the seismic ability of structure is one of the most interesting topics in civil engineering, this research field has the important theory significance.
In actual engineering, we have no necessary to use the steel-plates who have too high thickness to save materials.
We suggest that the materials above should be applied in civil engineering more and more widely.

Milan Palko, PhD2,b 1,2Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic a adela.palkova@stuba.sk, b milan.palko@stuba.sk Keywords: wooden windows, moisture, condensation.
Experimental measurements The experimental measurements were carried out in heat engineering laboratories at the Faculty of Civil Engineering.
Fundamentals and Engineering Methods with Examples and Exercises.
International Scientific Conference departments and institutes civil engineering conference.