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Application of Visualization in Scientific Computing Technology J.P.Liu1,a, F.Yan2,b and H.L.Zhao1,c 1Department of Civil Engineering, Henan Institute of Engineering, Zhengzhou,451191, P.R.China 2Department of Civil Engineering, Zhengzhou Institute of Aeronautical Industry Management, Zhengzhou,450015, P.R.China azzjipengliu@yahoo.com.cn, byanfang1039@163.com, calei5225@163.com Keywords: visualization in scientific computing; computer graphics; three-dimensional data Abstract.
The engineer may observe its path from the any angle, and obtains satisfactory answers.
By this means, engineer's thought will be much easier to visualize, and the concept is easier to understand.
Visualization computing can also be used in the engineering quantity computation.
The application of this technique will lead to great changes in science computation and engineering design work.

Risk Analysis during Departure and Reception of Shield in the Yellow River Crossing Tunnel of the Middle Route Project of South-to-North Water Diversion Dun Zhilin1,a, Cao Yang1,b and Ren Lianwei1,c 1School of Civil Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China adzl1964@163.com, bcybycyby@126.com, crenhpu@126.com Keywords: the Yellow River crossing tunnel of South-to-North water diversion project, risk analysis, fault tree, fuzzy comprehensive evaluation Abstract.
Taking into account that the engineering cases worth analyzing in the engineering practices are more limited, and the general quantitative analysis requires a lot of actual construction data, the model building is more difficult.
China Civil Engineering Journal, Vol. 38 (2005), P. 267 (In Chinese) [5] Jun Zhao, Haijiao Dai.
Chinese Journal of Underground Space and Engineering, Vol. 2 (2006), P. 74.
Chinese Journal of Underground Space and Engineering, Vol. 2 (2006), P. 13 (In Chinese) [15] Shubai Xu.

Dai: Journal of Structural Engineering, Vol.127 (2001) No.10, p.1164
You: Journal of Civil Engineering, Vol. 39 (2006), No.9, p.17
Nie: Journal of Civil Engineering Vol. 44(2011), No.8,p. 25
Fan: Engineering Mechanics, Vol. 25(2008), No.2, p.122
Huang: Engineering Design, Vol. 22(2007), No.

Kolli3 1Associate Professor, Youngstown State University, Civil & Environmental Engineering, PH (330) 941-1740; FAX (330) 941-3265, One University Plaza, Youngstown, OH 44555, USA. 2Assistant Professor, Youngstown State University, Electrical Engineering & Computer Systems, PH (330) 941-2253; FAX (330) 941-3381, One University Plaza, Youngstown, OH 44555, USA. 3Graduate Student, Youngstown State University, Electrical Engineering & Computer Systems, PH (330) 941-2253; FAX (330) 941-3381, One University Plaza, Youngstown, OH 44555, USA.
Department of Transportation (USDOT), of the 600,905 bridges across the country as of December 2008, 72,868 (12.1%) were categorized as structurally deficient and 89,024 (14.8%) were categorized as functionally obsolete according to the Report Card for America’s Infrastructure 2009 published by the American Society of Civil Engineers [1].
But visual inspection, which depends on an individual’s engineering judgment, does not reveal the actual structural condition and/or internal damages the bridge might have undergone over the years.
References [1] American Society of Civil Engineers (ASCE).
“Vibration of PC Bridge During Failure Process,” Journal of Structural Engineering, ASCE 112(7), pp. 1692-1703

Research Development and Key Technical on Floating Foundation for Offshore Wind Turbines Ruoyu Zhang 1,a, Chaohe Chen2,b*, Yougang Tang1,c, Xiaoyan Huang2,d 1 School of Civil Engineering & Key Laboratory of Harbor & Ocean Engineering Ministry of Education, Tianjin University, Tianjin 300072,China 2* College of Civil Engineering, Hainan University, Haikou 570228, P.R.China azruy@163.com, b*chenchaohe@scut.edu.cn, ctangyougang_td@163.com,d97867668@qq.com * Corresponding author Keywords: Wind power generation, floating foundation, offshore wind generation, offshore wind turbines.
[2] Bertacchi, P. et al, Eolomar - a moored platform for wind turbines; Wind Engineering Vol. 18, No. 4, p189 (1994)
D., and Skaare, B., “Integrated Dynamic Analysis of Floating Offshore Wind Turbines” Proceedings of OMAE2006 25th International Conference on Offshore Mechanics and Arctic Engineering, 4–9 June 2006, Hamburg, Germany
Dynamic modeling of deepwater offshore wind turbine structures in Gulf of Mexico storm conditions [A] Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering [C] Hamburg: ASME, 2006: OMAE2006-92029
Floating wind farms for shallow offshore sites, Proceedings of the International Offshore and Polar Engineering Conference, p120-127, 2004, Proceedings of the Fourteenth (2004) International Offshore and Polar Engineering Conference - ISOPE 2004 [15] Lars Johanning Dipl.

OLABISI2,c and Kabiru MUSTAPHA3,d 1Department of Civil Engineering, The Federal Polytechnic Offa, Offa, Kwara, Nigeria 2Department of Civil and Environmental Engineering, Kwara State University, Malete, Nigeria 3Department of Material Science Engineering, Kwara State University, Malete, Nigeria a*mukaila.anifowose@fedpoffaonline.edu.ng, bsamson.odeyemi@kwasu.edu.ng, cobecgroups@gmail.com, dkabiru.mustapha@kwasu.edu.ng Keywords: Pozzolan, Compressive strength, Waste Paper Pulp Ash, High Performance Concrete, Supplementary Cementitious Materials Abstract.
Vitola, Effect of pozzolanic additives on the strength development of high-performance concrete, Procedia Engineering, 172 (2017) 202-210. doi: 10.1016/j.proeng.2017.02.050 [16] M.F.
[24] BS 1377-2, Methods of Test for Soils for Civil Engineering Purposes, Classification Tests and Determination of Geotechnical Properties, British Standards, BSI Group Headquarters 389 Chiswick High Road, London, W4 4AL, UK, (2022)
[29] COREN Mix Design Manual, Concrete Mix Design Manual “First Edition”, Council for The Regulation of Engineering in Nigeria, Special Publication, COREN/2017/016/RC (2017)
[47] BS 8110:2, Structural Use of Concrete, Code of Practice for Special Circumstances, British Standards, London, W4 4AL, UK, Civil Engineering and Building Structures Standards Committee (Amended July, 2001) (1985)

Comparative Analysis of Seismic Records of Wenchuan in 2008 and other Domestic and International Earthquakes En Guo1,2,a Zuozhou Zhao1,b Xiyuan Zhou2,c 1Department of Civil Engineering, Key Laboratory for Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing, 100084, China 2Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China aguoen@mail.tsinghua.edu.cn, bzzzhao@mail.tsinghua.edu.cn,czhouxy@bjut.edu.cn Keywords: Response spectrum, Amplification coefficient, Multi-peaks average, R.
Journal of Earthquake Engineering and Engineering Vibration. 29: 1-13(2009)
In: Earthquake Engineering [M], Earthquake Press(1988).
In:Aseismic Engineering[M], China Architecture & Building Press(2000).
，Fundamentals of Earthquake Engineering，Prentice-Hall，Englewood Cliffs,N.J.(1971).

Failure Mechanism of a slope anti-sliding pile Lin Chen1,a,Yong Yao2,b,Jiong Yang3,c, and Zhaoqiang Zhang4,d 1,2,3,4 Collage of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang,China a719197246@qq.com,byy001221@163.com,cjionyang@tom.com,d52282843@qq.com Keywords: finite element strength reduction method,anti-sliding pile,slope engineering.
Preface The anti-sliding piles are widely used in railway landslide engineering slope engineering because they have strong ability to resist sliding with less masonry and also have a flexible pile decoration,convenient construction,simple device and many other advantages.
In railway landslide engineering, a simple digging-perfusion anti-sliding pile had appeared in Baoji-Chengdu railway in the 1950s.
Analyze the causes and from years of engineering practice, the anchoring depth of soil or soft rock about 1/3 to 1/2 long, more appropriate, but for complete hard rock 1/4 long [1].
[4] Shen Zhujiang;Lu Peiyan.Review the current conservative in the practice of the geotechnical engineering.Chinese Jounal of Geotechnical Engineering,1977,4 (19):115 [5] Qiu Haitao;Tan Zhuoying Test and stability analysis of the retain piles for Badu(K343) landslide in Nanning-Kunming railway.Journal of Geological Hazards and Environment Preservation [6] Shi Jinxu;Tang Hongmei.Landslide causes and prevention countermeasures for Xiang Jia Slope of Chongqing-Guizhou province highway.Highway.2006,8:15-16 [7] Tian Yibin;Hou Xingxia.The analysis and discussion for the failure of a slide in the treatment of pile-plank wall.Subgrade Engineering.2007,4:162 [8] Midas/GTS 03 Analysis Reference[R].Beijing Midas technology Co.

Nonlinear Probabilistic Analysis of the Reinforced Concrete Structure Failure of a Nuclear Power Plant Considering Degradation Effects Prof.Eng.Juraj Králik, Ph.D.1, a 1Slovak University of Technology, Faculty of Civil Engineering, Department of Structural Mechanics, Bratislava, Radlinského 11 ajuraj.kralik@stuba.sk Keywords: Nuclear Power Plant VVER, Probability, Safety, Concrete Failure, RSM, ANSYS Abstract.
Mahadevan, S.: Probability, Reliability and Statistical Methods in Engineering Design, John Wiley&Sons 2000, New York
Part of “Structural Engineering Handbook”, ed.
In Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, B.H.V.
Papadrakakis, (Editors), Funchal: Civil-Comp Press (Stirlingshire), paper 121. 2009

New Approaches to the Thermal Design of Energy Saving Buildings Petra Jarošová1, a and Jiří Vala1, b * 1Brno University of Technology, Faculty of Civil Engineering, 602 00 Brno, Veveří 331/95, Czech Republic ajarosova.p@fce.vutbr.cz, bvala.j@fce.vutbr.cz *corresponding author Keywords: Energy saving buildings, thermal transfer, computational modelling.
The original modular research code SIM_stabil, not included in [32], presented in [12], has been developed at the Faculty of Civil Engineering of the Brno University of Technology (in the Pascal language implemented in the Delphi environment, by Prof.
Let us introduce a model problem: rather simple, but directly applicable in practice of civil engineering, unlike most results of general mathematical and physical analyses.
Ghavami, Simulation analysis of passive solar structures using heat transfer equations, ARPN Journal of Engineering and Applied Sciences 5 (2010) 41-45
Lefik, Mathematical and numerical multi-scale modelling of multiphysics problems, Computer Assisted Mechanics and Engineering Sciences 18 (2011) 91-113