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Lefferts1,e 1 Catalytic Processes and Materials, 2Mesoscale Chemical Systems University of Twente, Enschede, The Netherlands a D.B.Thakur@utwente.nl, b R.M.Tiggelaar@utwente.nl, cK.Seshan@utwente.nl, d J.G.E.Gardeniers@utwente.nl, e L.Lefferts@utwente.nl Keywords: Carbon nanofibers, catalyst support, flat substrates, nickel thin film, underlayers.
After the pioneering work by Iijima in 1991 [7], recent developments in the field of carbon nanostructured materials, such as Carbon Nanofibers (CNF) and Nanotubes (CNT), have generated tremendous interest particularly towards their application as catalyst supports.
The purity of Ni target material was 99.99%, and at least 99.95% for adhesion metals.
Kobayashi: Chemistry-an Asian Journal Vol. 1 (1-2) (2006), p. 22 [4] K.
Schuurman and A.C. van Veen: Chemical Engineering Science Vol. 62 (18-20) (2007), p. 5084 [7] S.

These values of maximum stress are above the range of the material elasticity limit (760-790 N/mm2).
Conversely, the calculated stresses in the outer ring of the 6317 bearing are substantially below the critical values of the material characteristic.
Acknowledgement This work has been funded by the Ministry of Education and Science of the Republic of Serbia, Grant TR 35029: Development of the methodology for working capacity, reliability and energy efficiency improvement of energetic mechanical systems.
Mitrović, Stress-strain state of deep groove ball bearing during assembly, Journal Mobility and Vehicle Mechanics. 28(3-4) (2002) 65-75
Timoshenko, Strength of Materials, Part I, Belgrade (1972) [7] Information on http://www.ovako.com/Application-areas/Bearings/

Introduction Iron chromium alloys are extensively investigated for their potential application as interconnect materials in solid oxide fuel cells (SOFCs).
Since the coatings contained organic solvent, the first few hours of oxidation in the furnace result in a weight decrease because of the burn-off of the organic material.
The 1C44Mo20 test alloys was kindly supplied by Sandvik Materials Technology (Sweden); the LSM slurry coatings were provided by Haldor Topsoe A/S (Denmark).
Norby: Journal of The Electrochemica Society Vol. 147(9) (2000), p. 3251 [10] P.
Kofstad: High Temperature Corrosion (Elsevier Applied Science Publishers Ltd., New York 1988)

The central line in the majority of the works is about differences between bulk and nanocrystals (NC) materials [2 - 4].
Tsai, Developments in nanocrystal memory, Materials Today, 14 (2011) 608-615
[6] E Tsoi, P Normand, A G Nassiopoulou, V Ioannou-Sougleridis, A Salonidou, K Giannakopoulos, Silicon nanocrystal memories by LPCVD of amorphous silicon, followed by solid phase crystallization and thermal oxidation, Journal of Physics: C 10 (2005) 31-35
Kurz, Study of the unipolar bias recharging phenomenon in the nonvolatile memory cells containing silicon nanodots, Materials Science and Engineering B124-125 (2005) 517-520

Beijing, China: China Environmental Science Press, 2007:56-58.In Chinese
[M] Beijing, Science Press.In Chinese
[J] Journal of Natural Resources, 2003, 18(2):189-195.In Chinese
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Beijing: China Environmental Science Press,2007.

Then ZGF nanocomposites were contained on sodium alginate-polyvinyl alcohol (SA-PVA) as hydrogel packing material.
Acknowledgments This work was supported by Kasetsart University Kamphaeng Saen Campus, Technology Transfer Center (RPTTC), Department of Physics in Faculty of Liberal Arts and Science, and Kasetsart University Kamphaeng Saen campus References [1] V.
Nasrabadi: Arabian Journal of Chemistry (2014), http://dx.doi.org/10.1016/j.arabjc.2014.05.030 [30] J.Cao, C.
Zhang: Materials Vol 604 (10) (2017) p. 1 [31] H.
Abdulwahid: Optical Materials Vol 116 (2021) p. 111062 [37] K.

Introduction The amount of cold storage increases rapidly with the advance of science and technology and improvement in people’s living standards in china.200 million yuan is invested to establish Baoquanling branch of Beidahuang Meat Co.
Engineering situation Seismic precautionary intensity is seven degrees.The peak ground acceleration is 0.lg.Seismic influence coefficient is =0.08.Characteristic period of response spectrum of ground motion is Tg=0.35s.Site classification is II.Single-storey multi-span reinforced concrete frame building with cast-in-situ floor is used.Brick walls is used in exterior wall,brick and polyurethane sandwich composite wall is used in interior wall.The reduced coefficient of cycle is 0.9,and the damping ratio of structure is =0.05.Seismic grade on frame is three-level.Numbers and materials and floor height of each component are shown in Table 1.Elevation drawing and component layout are shown in Fig.1.Plan view is shown in Fig.2 Table 1 Component calculation parameter of each storey Floor number Beam number ( Concrete ) Column number ( Concrete ) Floor height (m) Accumulative height (m) 1 95(30) 134(30) 6.000 6.000 2 51(30) 129(30) 1.900 7.900 3 758(30
References [1]Code for seismic design of buildings(GB50011-2010)Beijing:China Construction Industry Press, 2010:9, 31, 39(In Chinese) [2]Hu yuxian.Earthquake engineering science .Beijing: China Earthquake Press，1988(In Chinese) [3]Yang pu ,Li yingmin ,Lai ming,A new method for selecting inputting waves for time-history analysis.Civil engineering journal 2000，33(6):33～37(In Chinese) [4]Xie lili,zhai changhai Study on the severest real ground motion for seismic design and analysis.Acta Seismologica Sinica.2000，33(6):33～37(In Chinese) [5]Gong sili,Notebook for seismic design of buildings.Beijing:China Construction Industry Press, 2002:211～217,176—194(In Chinese) [6]Group of Hubei industrial architecture design institute《Design for Cold Store》Design for cold store.

Materials and Methods The traffic data used in this study were obtained from Jiangxi Provincial Department of Public Security Traffic Administrative Bureau Data System.
Acknowledgement This research is sponsored in part by Transportation Science and Technology Foundation of Jiangxi Department of Transportation under Grant No.2011C0022, to which the authors are very grateful.
China Safety Science Journal. 2007, 17(2): 66-72 [6] Eike A.

Analyzing the Influence of Pile - Soil – Structure Interaction on Seismic Response of Cable-Stayed Bridge Tower ShizhuTian 1 2, a, Changming Zhang 2,b Weibing Luo 2 1 School of Civil & Hydraulic Engineering, Suzhou University of Science and Technology, Suzhou, 215011, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China atianshizhu@hit.edu.cn, bzcmmcz@hotmail.com, Keywords: Pile - Soil - Bridge structure interaction; Seismic Response Analysis; Numerical Simulation; ABAQUS Abstract.
(1) EeqAeq=EcAc+EsAs (2) EeqIeq=EcIc+EsIs (3) Where: feq denotes the yield stress after the equivalent; fck denotes the standard value for the concrete compressive strength; Eeq denotes the equivalent elastic modulus after the equivalent; Aeq denotes the material cross sectional area after the equivalent; Ieq denotes the material cross-sectional moment of inertia after the equivalent; Ec denotes the concrete elastic modulus; Ac denotes the concrete cross-sectional area; Ic
Acknowledgment The research work in this paper is supported by National Natural Science Foundation of China(50338020 and 90715036).
Chinese Journal of Computational Mechanics.

Materials and Methods Study Site.
Acknowledgements This work was financially supported by the Special Fund for Forestry Scientific Research in the Public Intere (201004033), Basic Research Funds of Research Institute of Subtropical Forestry, Chinese Academy of Forestry (RISF61251) and the National Natural Science Fund Project (30972351).
Qin and W.N.Tan: Chinese Journal of Applied Ecology Vol.21 (2010), p.1667–1673.
Fu: Environmental Earth Science (2010).