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Marcos1,a 1Department of Mechanical Engineering and Industrial Design.
Faculty of Engineering. c/ Chile, 1, E-11002, Cadiz, SPAIN Tel. +34 956015100, Fax. +34 956015101 2Department of Industrial and Civil Engineering.
These laws have served as reference to define the competences, capabilities and skills that, in general, must be acquired by any graduate in engineering of the industrial field, such as Graduated in Mechanical Engineering, Graduated in Aerospace Engineering, Graduated in Industrial Design Engineering and Product Development or Graduated in Industrial Engineering.
In this sense, some years ago in the UCA, Virtual Labs of Manufacturing Engineering were proposed, in the same way that can be found in other Universities, not only in the Manufacturing Engineering field, but also in other Engineering and Sciences disciplines [2-15].
Conclusions Manufacturing Engineering is a discipline inherent to the Industrial field of Engineering and its associated disciplines are a part of the competencies of study leading to the entitlement to pursue of regulated professions as the bachelor Engineer.

Evaluation on Solar Heat Reflective Coatings to Reduce Asphalt Concrete Temperature CHEN Zheng 1, a , WU Shaopeng 1, b , CHEN Meizhu 1, c , Wang Jingang 1, d 1 Key Laboratory of Silicate Materials Science & Engineering of Ministry of Education, Wuhan University of Technology, Wuhan 430070, China a chenz@whut.edu.cn, b wusp@whut.edu.cn, cchenmz@whut.edu.cn, djingang597@ whut.edu.cn Keywords: Asphalt concrete, Solar heat, Reflective coating, Reduce temperature, Heat island Abstract As the development of civil construction, the heat island effect in large cities of China has gradually become a social issue.
Summary and Conclusion That high pavement temperatures lead to more rapid deterioration of roads is anticipated by civil engineers.
Brian: Transportation Engineering Vol. 132 (2006), p. 162 [5] Ministry of Communications of P.R.China: Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering, People's Communication Press (2000).

Fracture characteristics of high pressure granite under unloading condition Yinghui LV1, a, Xiating FENG2,b , Bin YAN3,c 1College of Resources and Civil Engineering, Northeastern University, China 2College of Resources and Civil Engineering, Northeastern University, China 3School of Civil Engineering and Architecture, University of Jinan, China acea_lvyh@yahoo.cn, bxtfeng@whrsm.ac.cn, ccea_yb@ujn.edu.cn Key words: unloading, shear strength tests, high stress, hard rock, unloading crack Abstract: it is already confirmed that the rock mechanical characteristics under unloading condition differ from those under load condition, and the excavation process should be considered to be a typical kind of unloading mechanical behavior.
Fig.3 The curves of shear force and shear displacement of unloaded rock samples In geotechnical engineering, the Mohr-Coulomb criterion is the most commonly used.

II: Results and Discussion Baisong Du 1, 2, a, John (Zhongguo) Ma 2,b, Ling Luo 1, c 1School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing, 400074, China 2Department of Civil and Environment Engineering, The University of Tennessee, Knoxville, 37996, USA abaisongdu@gmail.com, b zma2@utk.edu, c luoling28@qq.com Keywords: Fiber-Reinforced Polymer (FRP), Sandwich panel, Reduction of moduli, Random Mesh Size Method (RMSM), Microcracking; Debonding Abstract.
I: Experiment and numerical simulation method” 2011 International Conference on Civil Engineering and Building Materials (CEBM 2011)
K.: Journal of Engineering Mechanics, Vol. 120 (1994), p. 2044-2071

Influence of damping on seismic strength reduction factors: a study differentiated by ground motion frequency bandwidth Iolanda-Gabriela CRAIFALEANU1,2 a 1Technical University of Civil Engineering Bucharest, Department of Reinforced Concrete Structures, 122-124 Lacul Tei Blvd., Sector 2, 020396 Bucharest, Romania 2National Institute for Research and Development in Construction, Urban Planning and Sustainable Spatial Development “URBAN-INCERC”, INCERC Bucharest Branch, 266 Pantelimon St., Sector 2, 021652 Bucharest, Romania ai.craifaleanu@gmail.com, iolanda.craifaleanu@utcb.ro Keywords: seismic strength reduction factors, damping, frequency content, ground motion, Vrancea earthquakes Abstract.
Newmark, Statistical analysis of the response of nonlinear systems subjected to earthquakes, Civil Engineering Studies, Struct.
Technical University of Civil Engineering Bucharest (1996) (in Romanian)
Craifaleanu: Nonlinear single degree-of-freedom models in earthquake engineering: Bucharest: Matrix Rom (2005) (in Romanian)

Laboratory conditions Research will primarily be conducted using the "Thermotron Indoor Stand" in the lab for testing progressive technological environmental systems at the Technical University of Košice, Civil Engineering Faculty.
Tóth, The effects of thermal stability in Residential Loft spaces during summer periods, Technical University of Košice, Civil Engineering Faculty, Department of Architectural Engineering, Vysokoškolská č. 4, 042 00 Košice, 2012 [6] Katunský,D.
In: Current Issues of Civil and Environmental Engineering in Košice, Lviv and Rzeszów : 13th International Scientific Conference : 7.- 9.9.2011, Herľany. - Košice : TU, 2011 S. 1-8. - ISBN 978-80-553-0721-3

Experimental research on load-bearing capacity of frame columns with construction joint under low-cyclic reversed loading Xikang Yan1,2, a, Cheng Dong1,b , Pei Chen1,c, Kang Ma3,d 1 College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China 2 Civil Engineering Technology Research Center of Hebei Province,Tianjin 300401,China 3 School of Civil Engineering, Southeast University, Nanjing 210096, China atjsyxk@126.com, bdongqingkong@163.com, cchenpensn@163.com, dluya4426@126.com Keywords: construction joint; frame columns; crack ; ultimate load; experimental study．
Journal of water conservancy and architectural engineering, 2010, 8 (1): 160-163,in Chinese [2] Liping Wang,Yingmin Li,Nina Zheng,Liping Liu,Jun Han,Jianwei Liu.

Finite element simulation of RC beams and columns Haitao Wan 1, a, Chao Yan2, b 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China awht110119040@163.com, b13837826836@163.com Keywords: Finite element simulation, Beams, Columns, Skeleton curve, Failure mode Abstract.
Zhang: China Civil Engineering Journal, vol.38 (l) (2005), pp.45-50
Martirossyan: Journal of Structural Engineering, vol.124 (3) (1998), pp.241-251

Research on Structural Influencing Coefficient of Moment- Resisting Steel Frames Cheng Li1,a, Qiang Gu2,b, and Jun Wang3,c 1School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054,China. 2College of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011,China. 3College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055,China.
Journal of Structural Engineering, ASCE 1991;117(1),19-28

Quality control and testing of CIPP liners Otakar Cigler1,a, Karel Kubečka2,b and Petr Waldstein3,c 1 VŠB-Technical University of Ostrava, Department of Geotechnics and Underground Engineering, Faculty of Civil Engineering, L. 
Podéště 1875, Ostrava, 708 33, Czech Republic 2 Institute of Technology and Business in České Budějovice, Department of Civil Engineering, Okružní 517/10, České Budějovice, 370 01, Czech Republic & VŠB-Technical University of Ostrava, Institute of Clean Technologies for Mining and Utilization of Raw Materials for Energy Use, 17.listopadu 15/2172, 708 33 Ostrava-Poruba, Czech Republic 3 VŠB-Technical University of Ostrava, Department of Building Construction, Faculty of Civil Engineering, L.