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It based on engineering, and the civil engineering discipline which has its distinctive characteristics.
Considering our university’s talents training objective which is cultivating advanced applied talents with good moral quality, innovative spirit and practical ability, combining our university’s feature which has full range of characteristics and categories of civil engineering subjects, we put ”cultivating advanced applied talents with solid basis, adaptability, strong sense of innovation and competitiveness” as the objective of practical teaching of undergraduate.
Cultivating student’s engineering awareness in engineering training.
We let students listening engineering story, watching engineering practice, learning engineering content.
The essence of Engineering training is to cultivate engineering quality and ability of engineering practice.

Simulation and Study on Ultimate Bearing Capacity of Stretcher Bracket for Aeromedical Evacuation Junlin Wan1,a, Kang Lv1, Qinjian Mao1,b, Yuanyuan Zhou1, Shanshan Yang2,c 1The 28th Research Institute of CETC, Nanjing, Jiangsu, 210007, China 2College of Automation, Nanjing University of Aeronautics & Astronautics, Nanjing, Jiangsu, 210016, China awanjunlin@nuaa.edu.cn, b13951657068@139.com, cshanshankitty@nuaa.edu.cn Keywords: Aeromedical Evacuation, Stretcher Bracket, Finite Element Method (FEM), Limit Load, Computer Aided Engineering (CAE).
As the important airborne equipment of casualty aeromedical evacuation, the structure design of aeromedical evacuation’s stretcher bracket not only has to meet the mounting interface in the civil aviation aircraft and meet the medical rescue requirements during the casualty evacuation, and also has the good bearing capacity of limit load.
In the Wenchuan earthquake and the Yushu earthquake, a number of airliner have been emergency modified to transport the wounded patients in the disaster area by the China civil aviation authorities.
Consider the airworthiness of civil aviation, the airborne circumstances and the medical rescue requirements during the casualty evacuation, stretcher bracket not only need to have the good structure design and light weight, and also have the good mechanical properties [3,4].
(In Chinese) [11] Civil Aviation Administration of China: CCAR-25-R4 (2006).

Failure of Slender Concrete Columns of Loss of Stability BENKO Vladimír1,a *, KENDICKÝ Peter2,b and GÚCKY Tomáš3,c 1, 2, 3 Faculty of Civil Engineering at SUT in Bratislava, Radlinského 11, SK-810 05 Bratislava, Slovak Republic avladimir.benko@stuba.sk, bpeter.kendicky@stuba.sk, ctomas.gucky@stuba.sk Keywords: Experimental research, slender columns, numerical analysis, global reliability, resistance.
Abstract Experimental verification of global reliability of slender reinforced concrete columns from the regular concrete C45/55 and high performance concrete C70/85 was realized within the applied research of the Faculty of Civil Engineering at Slovak University of Technology in Bratislava (SUT).
When the characteristic strength of concrete reached 60%, the experimental columns were conveyed to the Central laboratory of Civil Engineering Faculty SUT Bratislava.
Fig. 8 Predictions of working diagram of the columns from concrete C45/55 Tab. 1 Results of predictions for stability failure of the columns from the concrete C45/55 Fig. 9 Predictions of working diagram of the columns from concrete C100/115 Tab. 2 Results of predictions for stability failure of the columns from the concrete C100/115 Experimental verification After the predictive calculations, production of experimental samples and preparation of laboratory conditions the concrete columns were tested in Central laboratory of the Civil Engineering faculty SUT Bratislava.
Procedia Engineering Vol. 65: Concrete and Concrete Structures 2013.

Using of Computer Fluid Dynamics in Simulation of the Waste Reservoirs Processes Ioan Sorin Leoveanu1,a*, Kamila Kotrasová2,b and Eva Kormaníková2,c 1Transilvania University Brasov, Civil Engineering Faculty, 5th Turnului 500152, Brasov, Romania 2Technical University of Košice, Civil Engineering Faculty, Vysokoškolská 4, 04200, Slovakia aleoveanui@yahoo.co.uk*, bkamila.kotrasova@tuke.sk, ceva.kormanikova@tuke.sk Keywords: Computer Fluid Dynamics, waste reservoirs, filling processes, earthquake Abstract.
Solutions of these important civil engineering problems were obtained using the classical Navier-Stokes fluid flow equations.
Devile, Numerical Modelling in Material science and Engineering.

The Reasearch of the Level of Tunnel Sorrounding Rock and the Stability Based on Fractal Theory Jiantao He1, a, Jun Dong1, b* 1Beijing University of Civil Engineering and Architecture, Beijing, 100044, China a954539858@163.com, b jdongcg@bucea.edu.cn Keywords: Fractal theory; Box counting method; L d method; Tunnel surrounding rock section contour; Rock mass; The stability of surrounding rock.
A new nonlinear discipline named Fractal theory which is a scientific theory and method studied the irregular of nature and complex phenomena has been used in civil engineering direction successfully in recent years.
Combining with the using of fractal theory in civil engineering in recent years, such as application of fractal theory research concrete crack extension, strength size effect and the fractal effect of aggregate gradation.
Chinese Journal of Geotechnical Engineering, (1997) 83–88
Journal of Railway Engineering Society, 1999(3) 106-110.

The civil engineering fields of FRP (Fiber Reinforced Polymers) pultruded profiles are the structural rehabilitation of the existing constructions and the new buildings.
Introduction In the disastrous scenario of the last decades characterized by earthquakes, hurricanes and other natural disasters the researches in the civil engineering field are oriented toward materials and technologies that favor the least environmental impact and that improve the structural safety.
The identification of the dynamic parameters of pultruded FRP profiles and structures in the civil engineering field finds the application both in the laboratory tests and in the real case studies.
The seismic design of all-FRP structures is not yet well investigated despite the good relationship between self-weight and mechanical performances offers promising ideas for the civil engineering.
Russo, GFRP Structures Subjected to Dynamic Actions, CICE 2010 - The 5th International Conference on FRP Composites in Civil Engineering September 27-29, 2010 Beijing, China

Effect of Radius of Curvature on Seismic Response of Curved Bridge Bo WangP1,2,a, Yuxiang LiuP1,2,b 1Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China 2Key Laboratory of Disaster Forecast and Control in Engineering, Ministry of Education of China, Guangzhou 510632, China atwangbo@jnu.edu.cn, btliuyx@jnu.edu.cn Keywords: radius of curvature, seismic response, curved bridge, response spectrum Abstract.
Numerical models with different radii of curvature are created using the finite element analysis program Midas/Civil.
According to the usage of engineering design, engineering tolerance should be controlled within 5%.
W.G: Earthquake Engineering & Structural Dynamics Vol. 7 (1979), p.107 [5] Abdel.
Lee and B.Cheong: Engineering Structures Vol. 21 (1999), p. 1015 [12] C.Gentile, F.

In the last years there has been an increasing interest to magnetorheological (MR) dampers and their applications to civil engineering.
State-of-the-art of semiactive control systems using MR fluid dampers in civil engineering applications.
Journal of Computer Aided Civil and Infrastructure Engineering 2003; (18) 45-57
ASCE Journal Engineering Mechanics 1997; 123:230-252
Dynamic modeling of large-scale magnetorheological damper systems for civil engineering applications.

Application of Health Monitoring Technology in Steel Structure Engineering of Jinan Olympic Sports Center Xuejun Zhou1, a, Rongqian Yang2,b , Xiao Ma3,c , Yuan Xu1,d 1School of Civil Engineering, Shandong Jianzhu University, Jinan, China 2School of Civil Engineering, Shandong University, Jinan, China 3Department of Civil Engineering, Shandong Urban Construction Vocational College, Jinan, China axuejunzhou@126.com, byrq0610@qq.com, c79939730@qq.com, d48067370@qq.com Keywords: Large-span steel structure; Health monitoring; Optimal placement; Sensor; Layout of test point; Engineering application Abstract.
Engineering situation Jinan Olympic Sports Center is the main venue of Eleventh National Games of China.
Engineering Mechanics. 2010. 27:105-112.
Jinan Olympic Sports Center Gymnasium’s Health Monitoring Engineering Report[R].Jinan: Shandong Jianzhu University, 2008:2-18.
Jinan Olympic Sports Center Stadium’s Health Monitoring Engineering Report[R].Jinan: Shandong Jianzhu University, 2008:2-18.

Aircraft Cable Fault Location Based on Detection Model Xiaolin Liu 1, 2, Zhiquan Li1 1 College of Electrical Engineering, Yanshan University, Qinhuangdao HeBei, China 2 College of Aeronautical Automation, Civil Aviation University of China, TianJin, China email:missxiaolin1997@163.com Keywords: Aircraft cable, Fault location, Detection model.
An aircraft cable fault location method based on detection model is proposed to solve the problem of being difficult to inspect the fault for the civil aviation maintenance.
At present, most aircraft maintenance crew test the aircraft cable fault manually in civil aviation maintainable departments.
The result of the experiment illuminates that the system satisfies the needs of the actual engineering.
[3] Feng Kang and Li-wen Wang: Design and implementation of airplane-cable fault location used by civil aviation, Journal of civil aviation university of China, Vol. 20, No. 6 (2002), p. 6–10