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Analyse of Flexible Assembly Cell via Software Witness MATÚŠOVÁ Miriam1,a, HRUŠKOVÁ Erika1,b and VELÍŠEK Karol1,c 1Institute of Manufacturing Systems and Applied Mechanics, Faculty of Material Science and Technology, Rázusova 2, 917 24 Trnava, Slovakia amiriam.matusova@stuba.sk, berika.hruskova@stuba.sk, ckarol.velisek@stuba.sk Keywords: simulation, software, relations, flexible assembly cell Abstract.
Random arrangement is suitable for the workplaces where it is not possible to determine the plant situated material flow, the continuity of operations, or organizational and management relations.
It is used in single and small batch production, where the diversity of produced parts impossible to unite the direction of material flows.
Material flow of the product has the same direction.
Javorová, Planning and design production system organizational structures and procedures, Journal of Engineering,8(3), 2010, p.331-335

Material on the copper or aluminum foil is heated by the wind which is blown onto the upper and lower surfaces of the copper or aluminum foil.
Acknowledgements The work is supported by the science and technology supporting scheme of Jiangsu province (BE2011176).
Advanced Materials Industry, Peking, 2008, 4: p.3
Advanced Materials Industry, Peking, 2006,9: p.65
[9] Q.Y.Wang, C.A.Ye: Journal of Agricultural Mechanization Research Vol. 5(2002):p.80

The mechanical properties of the soil and the other materials were described in Table 1.
The authors made some simplification in this finite element model: (1) Soil layers were homogeneous, and horizontal level distribution. (2) The soil material behavior was assumed to be governed by an elasto-plastic constitutive relation based on the Druck-Prager criterion. (3) The influence of groundwater was not taken into consideration.
Fig. 1 Model grid Table 1 Soil and material parameters Material type Thick- ness(m) Elasticity modulus (MPa) Poisson's ratio Density (kN/m3) Cohesion (KPa) Friction Angle (°) soil layer 1 6 3.94 0.35 18.28 22 25 soil layer 2 20 20.6 0.3 20.62 20 30 soil layer 3 14 500 0.33 21.6 150 35 segment lining 0.3 27600 0.2 25 / / grouting layer 0.2 1000 0.2 21 / / Results First step excavation.
Acknowledgement The authors gratefully acknowledge the financial support provided by the Science and Technology Scheme of the Guangdong Province (2012A030200003).
Chen: Chinese Journal of Rock Mechanics and Engineering, Vol.21 (2002), p.228 (In Chinese)

Old concrete is the most abundant material of these wastes.
Materials and methods This study is based on laboratory made RCA by crushing old concrete that prepared in the laboratory with water-cement ratio of 0.6 and curing 90 days in the water.
[8] Arandigoyen M, Bicer-Simsir B, Alvarez JI, Lange DA: Applied surface science.
Vol. 37(2007), p 1059-69 [10] Zhao Z, Remond S, Damidot D, Xu W: Journal of Sustainable Cement-Based Materials.

Several types of supporting materials have been investigated, like silicone [13], polystyrene [14], silica gels [15], ethylcellulose [16], etc, and mixtures of some of these materials [17].
It was found that, in general, sol-gel materials present much higher solubility.
Experimental Section Materials.
Bright: Effects of processing temperature on the oxygen quenching behavior of tris(4,7'-diphenyl-1,10'-phenanthroline) ruthenium (II) sequestered within sol-gel derived xerogel films, Journal of Sol-Gel Science and Technology (2000), 17, p. 71-82 [16] P.
Journal of Non-Crystalline Solids, 306 (2002), p. 138-148

Research on Seismic Performance of the Steel-Braced Frame Changjiao Hu 1,a, Xinwu Wang 2,b 1School of Civil Engineering,Henan University of Science and Technology,471023, China 2Department of Civil Engineering, Luoyang Institute of Science and Technology, 471023, China a email: 1246686577@qq.com , b email: wxw197100@sina.com Key words:Steel-braced frame,Seismic performance,supporting forms Abstract:With the purpose of comprehending the seismic performance of steel-braced frame system better and more comprehensivly, the paper overviewed and summarized the hysteretic performance,ductility and energy dissipation performance of the steel-braced frame based on a large number of abroad documents.The force was on the seismic performance of steel-braced frame in different supporting forms and the insufficiency in the research.
Pseudo dynamic test.Pseudo dynamic test was an online test that combined the loading system with the computer .By pseudo dynamic test,we could analyzed the load feedback, acceleration and displacement reaction, the changing process of strain of the steel frame.It was beneficial to analyze the elastic-plastic stage performance,observe the change of structural performance and could carry out the seismic test for large size specimen .However it couldn't reflect the effect of material strain rate on the structure and the actual circumstances of undertaking the force distribution.
Acknowledgement The experiment was carried out by the Science and Technology Research Project of Henan Province (Project No.122102210550) in the structure lab of Luoyang Institute of Science and Technology .
References [1]Li Guoqiang .Design multilayer and high-rise steel structure [M].Beijing:China building industry press(2004) [2]Cao Junfeng.Pseudo dynamic test and the comparison of the two methods for the steel frame system[S].Hefei university of technology(2007) [3]Lv Jia.Research on the pseudo dynamic test and application for steel braced frame with semi-rigid connection[S].Hefei university of technology(2010) [4]Balendra T,Yu C H,Lee F L.An economical structural system for wind and earthquake loads.Engineering Structures, 23:491-501(2001) [5]Shi Yongjiu, Xiong Jun, Wang Yuanqing,etc.Experimental study on seismic performance for multilayer steel frame with eccentrically brace.The Journal of building structures, 31(2):29-34(2010)

Bai2,b 1School of Science, Changchun Institute of Technology, Changchun, 130012, China; 2Changchun institute of Optics, Fine Mechanics and Physics, Chinese Academy of Sciences, Changchun,130033,China.
Introduction As a wide band-gap semiconductor ZnO has been recognized as a promising material for use in ultraviolet (UV) light emission devices and laser diodes, which has a direct band gap of 3.37 eV and a large exciton binding energy of 60 meV.
Acknowledgements This work is supported by the National Natural Science Foundation of China under Grant No. 11104018 and No. 11372309 and education department of Jilin province under Grant No. 2012284 and No. 2014321.
Kavak : Applied Surface Science, Vol. 271(2013), p. 70 [9]G.
Fan : Journal of Crystal Growth,Vol.278(2005 ), p.305 [13] Zhiyan Xiao, Yichun Liu, Jiying Zhang : Semicond.

The comprehensive simulation model is based on input-output table and material balance [6].
Management Science and Engineering.
Journal of Pure and Applied Microbiology.
Papers in Regional Science, Vol.93 (2014), p. 477-500
Higano. in: Advances in Spatial Science, edited by M.M.

Nitrogen, Phosphorus and Heavy Metals Contents and Releasing of Dahuangpu Wetland Sediment Jingjie Yu1,a, Liping Sun1,b, Yuan Zhong1,c, Guolin Pang1,d, Shaopo Wang1,e, Zhimou Zhang1,f 1 Tianjin Key Laboratory of Aquatic Science and Technology, Tianjin Institute of Urban Construction, Tianjin 300384, China ayjj.mary@163.com, bslpyqs@vip.sina.com, cz_ynn@163.com, dpangguolin1976@163.com, ewspfr@sina.com, fzzm19860929@163.com Keywords: wetland, sediment, nitrogen, phosphorus, heavy metal Abstract.
Material and method Sampling.
Acknowledgements This work was financially supported by the National Water Pollution Control and Treatment Project (2008ZX07209-006), National Natural Science Foundation of China (51108299) and Natural Science Foundation of Tianjin (10JCYBJC05300).
Kim: Journal of Environmental Sciences Vol. 22 (2010), p.940–945 [3] M.

The windshield’s material is toughened glass and the modulus of elasticity is 72e9, the density is 2500kg/m3, the Poisson ratio is 0.23.
Acknowledgment This work was supported by the National Natural Science Foundation of China (Grant No. 51108068) and the S&T Plan Projects of Heilongjiang Provincial Education Department (Grant No. 11553025) and the Fundamental Research Funds for the Central Universities (Grant No.
Safety Science.
Safety Science.
China Safety Science Journal.