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Management Science Vol.54(2008)p.1731–1746
Management Science.Vol.53( 2007), p. 241–259
Strategic Management Journal Vol.24 (2003) p. 293–316
Management Science Vol.56(2010), p. 536–552
Key Engineering Materials Vol.572 (2014) ,p. 695-698.

Materials and methods Soil sample.
Acknowledgements This work was financially supported by the Provincial Education Department of Jiangxi (GJJ09520), the National Natural Science Foundation of China (50904029).
References [1] Haiyan Chu, Zhengao Li, Zubin Xie, Jianguo Zhu, Hongzhi Cao: ENVIRONMENTAL SCIENCE, Vol. 21(6) (2000), p. 28 (in Chinese)
[2] Rechcigl J E, Sparks D L: Communications in Soil Science and Plant Analysis, Vol. 16(7) (1985), p. 653 [3] Eville Gorham: Environmental Science and Policy, Vol. 1 (1998), p. 153 [4] Egiarte G, Arbestain MC, Rulz-Romera E, Pinto M: Chemosphere, Vol. 65(11) (2006), p. 2456 [5] ACSSSC (Agrochemistry Commission, soil science society of China): Routine methods forsoil and agrochemical analyses (Science Press, Beijing 1983) (in Chinese)
[6] Jili He, Gang Long, Huang Yun: Reaearch on regularity of distribution of acid rain in JiangXi province,” (China Environmental Science Press, Beijing 2007) (in Chinese)

Visual Simulation for Satellite on Track and Shaded Part Compute for Solar Panel LI Nian-xuan1, WANG Yue-feng2 College of Aerospace and Material Engineering, National University of Defense Technology, Changsha 410073, China E-mail:dzjqe@126.com Keywords: visual; solar panel; simulation; shaded part.
Introduction Along with the development of computer science, the promotion of computer technique and technique level of the graphics picture, visualization in scientific computing has already extensively applied to each field.
References [1] SUN Yi, LEI Xiao-yong, DAI Shu-ling, Real-time visual simulation of in-orbit spacecraft, Journal of System Simulation. 21(2009)124-127
[2] ZHOU Jian-yong, WANG Yue-feng, LUO Ru-bin, Design and realization of missile attack and defense visual simulation system, Journal of System Simulation. 18(2009) 5779-5782

The cloth is tacked periodically to keep the material taut.
Deros,and N.K.Makhtar , 2009, Assessment of Postural Loading among the Assembly Operators: A Case Study at Malaysian Automotive Industry, European Journal of Scientific Research, Vol. 30, No 2, pp 224-235 [4] S.Pinzke, L.Kopp. 2001, Marker-less systems for tracking working postures: results from two experiments.
Applied Ergonomics, 32: 461-471 [5] RazlanMusa,WinKyi and Rampal K.G., 2000 “Work-Related Musculoskeletal Symptoms Among Batik Workers In Kelantan”, Malaysian Journal of Medical Sciences, Vol 7.No.2,July 2000(13-17) [6] Hignett, S. and Mc Atamney,L., 2000, Rapid Entire Body Assessment (REBA), Applied Ergonomics 31: 201-205 [7] Fransson-Hall, C.

The system uses chip CC2530 as the positioning module, CC2530 is TI's second-generation on-chip system that supports IEEE802.15.4, ZigBee, ZigBee PRO and ZigBeeRF-4CE standard for 2.4 GHz unlicensed ISM band, can be very low material cost to build a strong network nodes.
Journal of Chanzhou University( Natur al Science Edition),2010,2(22):73-78.( In Chinese) [2]Xian Zhang,Zhiyuan Su.
Journal of Tianjin University of Technology,2012,2(28):11-15.( In Chinese)

Madar2 1 Laboratoire des Sciences et Génie des Matériaux, USTHB - FGMGP, BP23 El Alia, Bab Ezzouar, 16111 Alger, Algérie 2 Laboratoire des Matériaux et du Génie Physique, CNRS UMR 5628, INPGrenoble - MINATEC, 3 parvis Louis Néel, BP 257, 38016 Grenoble Cedex 1, France a nboutarek@yahoo.fr, bdidier.chaussende@inpg.fr Keywords: Solution growth, Liquid phase, VLS, 6H-SiC Abstract.
In the case of SiC, even if the resulting material can be of very high structural quality [2] and the possibility to close micropipes was demonstrated [3, 4], too few studies have been conducted to lead to convincing results.
Durand: International Journal of Cast Metals Research Vol. 18, (2005), p. 93
Jacquier: New Journal of Chemistry Vol. 28, (2004), p. 889.

And arch dam stress is relatively small, so the dam body security when controlled by the buckling conditions.(3) due to arch dam material and geometrical non-linear, nonlinear buckling problems should belong to real instability may be smaller than the above calculations of critical loads, the safety coefficient may be smaller than the above results.
International Journal of Solids and Structures, 2002 [4] Qinwen Ren, Bai-le Wang.
Journal of Hohai University (Natural Sciences), 2003 [5] Wenxi Huang.

Acknowledgement This work is supported by National Nature Science Foundation of China (No.51176076).
Journal of Propulsion and Power. 1990, 6(5):671-672
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Energetic Material. 2005, 13(6): 189-191

According to experiences of many similar bridges [2], we assume that its whole pylona is 1.05 times the weight of that designed , imitated by increase material density in the finite element model.
[3] Liu XuZheng, Huang PingMing and Xu HanZheng: Journal.
University (Natural Science Edition) Vol. 27 (2007), p. 64 ,in Chinese
[4] Manchun Tang: Journal of the Structural Division (ASCE) Vol. 98 (2001), p. 1289.

Fig. 1 special- shaped column experiment element design size and steel bar diagram Related material's mechanical properties Concrete.
Acknowledgement The authors are grateful for the support of the Natural Science Foundation of Hebei Province (E2007000063).
“In Chinese” [2] Cao Wanlin, seismic performance and design of shaped-columns frame structure and components [J], Journal of Hebei University of technology, 1996.
The international Journal of cerment composites and light weightconcrete.Vol.4.No.1 February,1982.19~32