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Wong, J.
Materials Science Poland, Vol 26 (2), 2008 [11] C.
A, Wong J.L, Ruhiyuddin M.Z, M.N.

Wong. (2008).
MRR 06/2008 [12] M., Norlen, F.
Wong.
MRR 07/2008. (2008)
Applied Acoustics 69 (2008). 343–353

Sci.1 (2008) 120–133
Wong, P.
Mater. 20 (2008) 4594
C. 112 (2008) 4776
Wei, Anthocyanin-sensitized solar cell using carbon nanotube films as counter electrodes, Nanotechnology19 (2008) 465204

Especially after 2008, the study entered a mature stage of development.
,H（2007）has did some research on performance .Ruey-Shun Chen(2008) hold the view that dynamic capabilities play an important role in matching process.
Xiaoping Zheng (2011), Dan Peak（2005）and Ruey-Shun Chen (2008) put forward dynamic capabilities.
Wong（2012）do some research on these factors in matching process.
Ruey-Shun Chen（2008）puts forward resource acquisition and elimination, he hold the view that new resource can matching dynamic capabilities.

Proverbs, “Systematic modelling and simulation approach for JIT performance optimization” Robotics and Computer-Integrated Manufacturing 24 (2008) 5.
Tsu-Ming Yeh, Fan-Yun Pai, Ching-Shih Tsou “The construction of a real-time WIP exception monitoring system for semiconductor industry” 978-1-4244-2108-4/08/$25.00 © 2008 IEEE 10.
Wong & S.
Chan “A genetic-algorithm-based optimization model for scheduling flexible assembly lines” Int J Adv Manuf Technol (2008) 11.
Tsourveloudis “On the Evolutionary-Fuzzy Control of WIP in Manufacturing Systems” Springer-Verlag Berlin Heidelberg 2008 12.

The accuracy required for controlling heliostats in a concentrating solar thermal system is very high, as illustrated in the literature review given by Chong and Wong [5] and Lee et al [6].
Chong and Wong, et al. [5] & [11] give a general formula for on-axis sun-tracking and use a CCD sensor for the control and calibration of the heliostats.
Wong: General Formula for On-axis Sun-tracking System and its Application in Improving Tracking Accuracy of Solar Collector, Solar Energy 83, No. 3 (2009)
Wongsaisuwan: Design of Calibrating Controllers for Heliostats, Electrical Engineering/Electronics, Computer, Telecommunications and Information Technology ECTI-CON 2008, Vol. 2. (2008)
TP-560-34302, Revised January 2008.

Ultimate shear failure loads, Vult (kN), for beam specimen cast with; Max. aggregate 10mm, fcu = 25.30 N/mm2 Max. aggregate 5mm, fcu = 26.15 N/mm2 Max. aggregate 2mm, fcu = 20.32 N/mm2 1 29.47 kN 33.68 kN 25.36 kN 2 33.68 kN 33.68 kN 31.58 kN 3 37.89 kN 29.47 kN 31.58 kN Mean 33.68 kN 32.28 kN 29.47 kN Although such results contradict to Wong’s findings [6] where a 30% drop can be noted in the residual shear strength, the works were carried out on Mattock type tests that allowed for the post peak shear strength displacement (beyond 0.5mm) to be developed.
[5] Belgin,C.M., and Sener S., “Size effect on failure of over reinforced concrete beams”, Engineering Fracture Mechanics, 75 (2008), 2308-2319
[6] Boswell L.F. and Wong S.S., “The shear behaviour of micro-concrete and its inclusion in a proposed yield criterion”, Proceedings of Cement and Concrete Association Research Seminar, 1981, pp 217-227.

Wong, M.
Wong, N.
Vol. 158 (2008), pp. 615-620 [10] P.

Crack growth under biaxial compression, Engineering Fracture Mechanics [J]. 69 (2002) 2187–2198 [2] Wong Robina H C, Lin Peng, Tang Chunan, Chau1 K T.
Chinese Journal of Rock Mechanics and Engineering, 2008 27(supp1) 3191-3195 [4] HUANG Mingli, WONG R H C.

Vol. 20 (2008), P. 3433 [9] J.
Wong, L.
C, Vol. 112 (2008), P. 2845
Metallurgy, Vol. 43 (2008), 427 [15] J.
Nanotechnol., Vol. 8 (2008), P. 3914