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China Guangxi Key Laboratory of Electrochemical and Magnetochemical Function Materials Guilin 541004, P.
Experimental Section Materials.
Acknowledgements This work is supported by Guangxi Natural Science Foundation (2013GXNSFBB053009).
Wang, Optical nonlinear absorption and refraction of CdS and CdS-Ag core-shell quantum dots, The Journal of chemical physics, 125 (2006) 024707

Tekkaya1,d 1Institute of Forming Technology and Lightweight Construction, TU Dortmund University, 44227 Dortmund, Baroper Straße 303, Germany **Since September 2013: University of Applied Sciences Südwestfalen, 59872 Meschede, Jahnstraße 23, Germany agoran.grzancic@iul.tu-dortmund.de, bchristoph.becker@iul.tu-dortmund.de, chermes.matthias@fh-swf.de, derman.tekkaya@iul.tu-dortmund.de Keywords: Incremental, profile, tube, flexible Abstract.
In the calculations the tube material was modeled as high-strength steel.
The tube material was S235JR.
Zhang, Developments in hydroforming, Journal of Materials Processing Technology 91 (1999) 236–244

Photoluminescence Properties of SrSi2O2N2 Doped with Divalent Ytterbium Phosphor in Nitrogen-Rich Coordination Xiguang Gu1,a, Renli Fu1,b, Fang Yang1,c 1College of Material Science and Technology,Nanjing University of Aeronautics and Astronautics, Yudao Street No. 29, Nanjing 210016, PR China aguxiguang@nuaa.edu.cn, brenlifu@nuaa.edu.cn, cyfangnuaa518@163.com Keywords: SrSi2O2N2, luminescence properties, nitrogen-rich coordination Abstract.
As the rare earth doped host materials, the (oxy)nitrides, such as (Ca,Sr,Ba)2Si5N8 [7], (Ca,Sr,Ba)Si2O2N2 [8], SiAlON [9] have attracted more interests due to their excellent thermal and chemical stability.
Among them, SrSi2O2N2 is a potential host material in these (oxy)nitride based phosphors due to its lower synthetic temperature.
Journal of Luminescence. 121 (2006) 441–449 [18] L.

Fig. 2 shows the test system schematic diagram of HSM vibration testing equipment of materials assembled with different hardness steels.
When milling from the non-transition zone to the transition zone, the acceleration increased from 0.246 g to 0.464g.This may be due to the increasing zone of the cutting material of high hardness material of the work-piece, the peak of milling force will increase gradually, causing strong vibrations which affect the surface quality of the work-piece.
Liu, The work-piece vibration test and analysis of the CNC milling process, Journal of Xuzhou Normal University (Natural Science Edition), 2011, 29(4):67-70

Effect of Heat Treatment on Thixoformed AM60B Alloy Haijun Huanga, Tijun Chenb,*, Ying Ma, Yuandong Li, and Yuan Hao Key Laboratory of Gansu Advanced Non-ferrous Metal Materials, Lanzhou University of Technology, Lanzhou 730050, China acornus@163.com, bchentj1971@126.com * Corresponding author: CHEN Ti-jun; Tel: +86-931-2976573; E-mail: chentj@lut.cn chentj1971@126.com Keywords: AM60B; Thixoforming; Heat treatment; Microstructure; Kinetics Abstract.
Stumpf: Open Materials Science Journal.

Table.1 The Weights of Risk Factors from Six Experts Sequence number Risk factor S1 S2 S3 S4 S5 S6 1 Poor construction environment 0.06631 0.08971 0.08148 0.07793 0.07309 0.07236 2 Complex structure and technology 0.04832 0.06696 0.05938 0.0568 0.05327 0.05274 3 Applying new technologies 0.04383 0.04833 0.05386 0.05151 0.04831 0.04783 4 Short construction period 0.05732 0.06325 0.07043 0.06736 0.06318 0.06255 5 Shortage of funds 0.04832 0.04467 0.05938 0.0568 0.05327 0.05274 6 High demand on quality 0.05282 0.05183 0.0649 0.06208 0.05822 0.05765 7 Frequent changes on design 0.09476 0.04783 0.06267 0.06541 0.06526 0.06431 8 Deficiencies in construction organization 0.05486 0.03797 0.03628 0.03787 0.03778 0.03723 9 Weakness in construction technology 0.06925 0.06924 0.07855 0.09137 0.0831 0.08851 10 Delay supply of labours and materials 0.05276 0.04989 0.05985 0.06962 0.06331 0.06744 11 Less input and shortage of safety consciousness 0.04727 0.04965 0.05362 0.06237 0.05672 0.06042 12 Disqualification
Table.3 Combined Weights of Risk Factors Based on the Entropy and Sort of Risk Factors Risk factors Combined weights Eventual sort S1 S 2 S3 S4 S5 S6 Poor construction environment 0.0757 4 6 3 2 3 4 4 Complex structure and technology 0.0553 12 12 5 9 11 12 12 Applying new technologies 0.04919 14 16 12 12 13 14 14 Short construction period 0.06433 6 7 6 5 6 7 7 Shortage of funds 0.05357 13 11 14 10 12 13 13 High demand on quality 0.05878 9 9 7 6 10 9 11 Frequent changes on design 0.06589 5 2 13 7 7 5 6 Deficiencies in construction organization 0.03894 16 8 16 16 16 16 16 Weakness in construction technology 0.08218 2 4 4 3 1 2 2 Delay supply of labours and materials 0.0624 8 10 10 7 4 6 5 Less input and shortage of safety consciousness 0.05628 11 14 11 13 8 10 8 Disqualification of construction equipment 0.05636 10 13 9 14 9 11 9 Omissions of planning and design 0.09966 1 1 1 1 2 1 1 Too many improper administrative interventions 0.07572 3 3 15 4 5 3 3 Poor coordination of design, construction
Acknowledgements This work has been supported by the Program of National Natural Science Foundation of China (50978234).
Yang: submitted to Journal of North China Institute of Water Conservancy and Hydroelectric Power Vol.27 (2006).p.100

A Mukeden requires high quality logs, which are increasingly unavailable for people of our time living far from forests, and though logs and moss are great natural insulators, synthetic materials simply performs better, and even those who still build Mukedens will not likely put tradition above function.
Though it is not possible to revert back to days of moss, manure, and sawdust, it would not be a waste of time and effort to build modern Mukedens with appropriate synthetic materials or wood processed by newer methods, to preserve the building techniques and creativity in this seemingly crude from of architecture.
Journal of Hubei Institute for Nationalities (Philosophy and Social Sciences). 2007. 2. 50-52, 69.

Fig. 1 Geometrical and reinforcing characteristics of the non-strengthened and the strengthened beam (with coupling reinforcement) Some material characteristics of concrete of the tested specimens are presented in Table 1.
For a non-linear analysis, the material “3D Nonlinear Cementitous” was chosen as the model of concrete.
Necessary material characteristics were obtained by laboratory measurements.
The contact can be in the ATENA 3D modelled as a perfect joint without a mutual slip or as the material element called “GAP”, which simulates a real bond between the surfaces.
Kovacovic, Resistance between concrete surfaces of composite members, Building Research Journal 60 (2013) 211-222

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Acknowledgment This research was supported by Zhejiang Provincial Natural Science Foundation of China (ZJNSF No.
Zheng: Journal of Machine Design.
Su: Mechanics of Materials (People’s Education Press, China 1980), p. 109−110 (In Chinese) [8] J.
Barber: Intermediate Mechanics of Materials (McGraw-Hill Companies, Inc U.K. 2001), p. 440−443 [9] J.