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Online since: August 2013
Authors: Yue Rong Lei, Jian Ling Chen, Xu Zhan, Hui Ming Zeng, Ling Yan Du
Later, Wong and Memon [5] proposed a further developed scheme to resist vector quantization attack.
Kalker, Digital Watermarking and Steganography, Second Edition, p. 375, 2008 [2] C.
Wong, "A public key watermark for image verification and authentication", in Proceedings of ICIP, (Chicago, IL), October 1998
Wong and N.
Marziliano, "Fragile Watermarking Based on Encoding of the Zeroes of the z-Transform", IEEE Transactions on Information Forensics and Secu-rity, Vol: 3, Issue:3, pp:567-569, 2008
Kalker, Digital Watermarking and Steganography, Second Edition, p. 375, 2008 [2] C.
Wong, "A public key watermark for image verification and authentication", in Proceedings of ICIP, (Chicago, IL), October 1998
Wong and N.
Marziliano, "Fragile Watermarking Based on Encoding of the Zeroes of the z-Transform", IEEE Transactions on Information Forensics and Secu-rity, Vol: 3, Issue:3, pp:567-569, 2008
Online since: March 2014
Authors: Jing Zhao, Pak Kin Wong, Zheng Chao Xie, Tao Xu, Rui Deng, Cai Yang Wei
Bokor, "Robust LPV control for active suspensions with performance adaptation in view of global chassis control," Vehicle System Dynamics, vol. 46, pp. 889-912, 2008
Wong, J.
Wong, and H.
Kulkarni, "Optimal design of passenger car suspension for ride and road holding," Journal of the Brazilian Society of Mechanical Sciences and Engineering, vol. 30, pp. 66-76, Jan-Mar 2008
Wong, and I.
Wong, J.
Wong, and H.
Kulkarni, "Optimal design of passenger car suspension for ride and road holding," Journal of the Brazilian Society of Mechanical Sciences and Engineering, vol. 30, pp. 66-76, Jan-Mar 2008
Wong, and I.
Online since: September 2011
Authors: Guang Ping Lin, Ji Chun Yang, Xue Bin Yang, Zhi Pan Gu
Filippi: ENERG BUILDINGS Vol. 40 (2008), p. 627-636
Ordoumpozanis: ENERG BUILDINGS Vol. 40 (2008), p. 2207-2214
Lertsatittanakorn: ENERG CONVERS MANAGE Vol. 49 (2008), p. 2499-2504
Shi: ENERG POLICY Vol. 36 (2008), p. 714-721
Shi, et al: ENERG CONVERS MANAGE Vol. 49 (2008), p. 2815-2819.
Ordoumpozanis: ENERG BUILDINGS Vol. 40 (2008), p. 2207-2214
Lertsatittanakorn: ENERG CONVERS MANAGE Vol. 49 (2008), p. 2499-2504
Shi: ENERG POLICY Vol. 36 (2008), p. 714-721
Shi, et al: ENERG CONVERS MANAGE Vol. 49 (2008), p. 2815-2819.
Online since: March 2013
Authors: Wong Chee Sien, Khairiah Haji Badri
The samples were dried in a vacuum oven at 55°C for 24 hours to remove the solvent as described by Wong et al. [3].
Wong. and K.H.
Polymer 49 (2008), p. 3279-3287 [5] H.
Taylor & Francis Group, New York (2008)
Progress in Organic Coatings 63 (2008), p. 25-32 [10] V.V.
Wong. and K.H.
Polymer 49 (2008), p. 3279-3287 [5] H.
Taylor & Francis Group, New York (2008)
Progress in Organic Coatings 63 (2008), p. 25-32 [10] V.V.
Online since: October 2011
Authors: Shao Peng Ma, Dong Yan, Yong Jun Kang, Dan Zhang
And the research works on the 3-D surface (the non-penetrated) crack have also proceeded by Li [3], Wong [4-7], Guo [6,7], et al.
After a series of systemic and quantitative researches on 3-D surface crack, Wong indicates that the growth of the 3D surface crack could be very complicated.
[4] Wong R H C, Huang M L, et al, The mechanisms of crack propagation from surface 3-D fracture under uniaxial compression, Key Eng.
[5] Wong R H C, Law C M, Chau K T, et al, Crack propagation from 3-D surface fractures in PMMA and marble specimens under uniaxial compression, Int.
[8] Liu Liqiang, Li Peixun, et al, Experimental study on the 3-D propagation process of faults, Science in China. 38 (2008) 833-841
After a series of systemic and quantitative researches on 3-D surface crack, Wong indicates that the growth of the 3D surface crack could be very complicated.
[4] Wong R H C, Huang M L, et al, The mechanisms of crack propagation from surface 3-D fracture under uniaxial compression, Key Eng.
[5] Wong R H C, Law C M, Chau K T, et al, Crack propagation from 3-D surface fractures in PMMA and marble specimens under uniaxial compression, Int.
[8] Liu Liqiang, Li Peixun, et al, Experimental study on the 3-D propagation process of faults, Science in China. 38 (2008) 833-841
Online since: August 2014
Authors: Yu Han, Guang Wei Meng, Chao Sheng Huang, Yan Hao
Wong and T.
Table1, The coefficient of rolling resistance,cone index,and running states Terrain z0m) Sinkage Rc(kN) Rolling resisitance f Rolling resistance coefficient CI(kN/m2) Cone index State Dry sand(Land LocomotionLab., LLL) 0.21 10.54 0.339 200.8<389.4 C Sandy loam 0.11 7.65 0.246 528.5>389.4 B Sandy loam 0.18 9.74 0.314 1070.5>389.4 B Michigan (Strong,Buchele) 0.08 7.36 0.237 864.8>389.4 B Sandy loam 0.51 18.84 0.607 223.4<389.4 C Heavy clay 0.01 2.70 0.087 2118.1>389.4 A Waterways ExperimentStn., WES 0.63 22.78 0.733 219.6<389.4 C Lean clay 0.01 3.11 0.100 2202.2>389.4 A Upland sandy loam(Wong) 0.16 9.32 0.300 1099.6>389.4 B Rubicon sandy loam(Wong) 0.17 9.88 0.318 394.3>389.4 B North Gower clayey loam(Wong) 0.07 6.36 0.205 1565.4>389.4 B Grenville loam (Wong) 0.08 6.33 0.204 866.2>389.4 B Snow (U.S.) 0.90 24.12 0.776 28.5<389.4 C (Harrison) 0.82 23.03 0.741 22.7<389.4 C Snow (Sweden) 1.28 27.49 0.885 66.7<389.4 C Note:A,Pass through quickly; B,Pass through; C,Not pass through; In table1
Wong and T.
[4] J.Y.Wong, Theory of Ground Vehicles, fourth Edition, Carleton University, Ottawa Canada, 2008
Table1, The coefficient of rolling resistance,cone index,and running states Terrain z0m) Sinkage Rc(kN) Rolling resisitance f Rolling resistance coefficient CI(kN/m2) Cone index State Dry sand(Land LocomotionLab., LLL) 0.21 10.54 0.339 200.8<389.4 C Sandy loam 0.11 7.65 0.246 528.5>389.4 B Sandy loam 0.18 9.74 0.314 1070.5>389.4 B Michigan (Strong,Buchele) 0.08 7.36 0.237 864.8>389.4 B Sandy loam 0.51 18.84 0.607 223.4<389.4 C Heavy clay 0.01 2.70 0.087 2118.1>389.4 A Waterways ExperimentStn., WES 0.63 22.78 0.733 219.6<389.4 C Lean clay 0.01 3.11 0.100 2202.2>389.4 A Upland sandy loam(Wong) 0.16 9.32 0.300 1099.6>389.4 B Rubicon sandy loam(Wong) 0.17 9.88 0.318 394.3>389.4 B North Gower clayey loam(Wong) 0.07 6.36 0.205 1565.4>389.4 B Grenville loam (Wong) 0.08 6.33 0.204 866.2>389.4 B Snow (U.S.) 0.90 24.12 0.776 28.5<389.4 C (Harrison) 0.82 23.03 0.741 22.7<389.4 C Snow (Sweden) 1.28 27.49 0.885 66.7<389.4 C Note:A,Pass through quickly; B,Pass through; C,Not pass through; In table1
Wong and T.
[4] J.Y.Wong, Theory of Ground Vehicles, fourth Edition, Carleton University, Ottawa Canada, 2008