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Online since: September 2011
Authors: Juan Chen, Wen Cai Xu, Li Xia Huo, Xin Lin Zhang, Shi Yong Luo
Aspects Vol 313-314 (2008) P. 351 [4] John Guofeng Bai, Jian Yin, Zhiye Zhang, Guo-Quan Lu: Transactions on Components and Packaging Technology.
Wong: J.
Wong: J.
Technol., Vol 197 (2008) P. 284 [10] R.
Online since: November 2012
Authors: Kattaliya Mothajit, Kittiya Wongkhan, Rukkiat Jitchati
The temperatures at the melting points were ramped at 2.5 oC/min and were uncorrected. 9-Biphenyl- 4,5-diazafluoren-9-ol (1) and 4,5-Diaza-9,9¢-spirobifluorene (2) were synthesized as reported from Ken-Tsung Wong [12]. 1H NMR (300 MHz, CDCl3) δ 8.51 (d, J = 8.0 Hz, 1H), 8.23 (d, J = 4.8 Hz, 2H), 7.54 (dd, J = 13.5, 7.5 Hz, 3H), 7.33 (t, J = 7.4 Hz, 1H), 7.01 (dd, J = 7.4, 5.0 Hz, 2H), 6.94–6.75 (m, 2H), 6.60 (t, J = 7.5 Hz, 2H), 5.87 (d, J = 7.6 Hz, 2H), 3.96 (s, 1H); 13C NMR (75 MHz, CDCl3) δ 157.3, 150.1, 145.9, 140.5, 139.6, 137.7, 132.1, 131.2, 128.6, 127.5, 127.4, 126. 8, 126.4, 126.3, 123.3, 78.4; IR (NaCl) 704, 758, 1401, 1462, 1594, 3058, 3260 cm-1 and 1H NMR (300 MHz, CDCl3) δ 8.74 (t, J = 3.2 Hz, 1H), 7.87 (d, J = 7.6 Hz, 1H), 7.42 (t, J = 7.5 Hz, 1H), 7.17–7.08 (m, 3H), 6.73 (d, J = 7.6 Hz, 1H); 13C NMR (75 MHz, CDCl3) δ 159.0, 150.3, 146.2, 143.7, 141.9, 131.8, 128.4, 128.1, 123.8, 123.6, 120.3, 61.6; IR (NaCl) 748, 1165, 1398, 1563, 3054 cm-1, respectively.
bis-(2-(2¢,4¢-difluorophenyl)-pyridine-C6¢,N)-iridium (III)} chloride (8) was synthesized from 2 (0.08 g, 0.25 mmol), 5 (0.16 g, 0.13 mmol), DCM (10 ml) and methanol (10 ml) to give a target product as a green-yellow powder (0.20 g, 82 %). 1H NMR (300 MHz, CDCl3) δ 8.36 (d, J = 9.3 Hz, 1H), 7.92 (dd, J = 18.7, 7.8 Hz, 3H), 7.78 (d, J = 4.5 Hz, 1H), 7.67 – 7.57 (m, 1H), 7.51–7.34 (m, 3H), 7.22 (t, J = 7.3 Hz, 1H), 6.72 (d, J = 7.4 Hz, 1H), 6.65–6.53 (m, 1H), 5.81 (dd, J = 8.2, 1.9 Hz, 1H); 13C NMR (75 MHz, CDCl3) δ 165.4–164.1 (m), 163.1–161.4 (d, J = 49.4 Hz), 161.8–161.4 (m), 149.9, 149.4, 148.3, 147.4 (d, J = 17.3 Hz), 143.8 (d, J = 18.1 Hz), 141.8, 140.9, 139.6, 135.3, 131.6, 129.6, 129.1, 128.8, 128.2 (d, J = 22.1 Hz), 124.1, 120.7, 120.3, 114.2 (d, J = 34.5 Hz), 100.5–98.86 (m), 66.7; IR (NaCl) 1428, 1597, 2932 cm-1 Results and Discussions The synthesis of 4,5-diaza-9,9¢-spirobifluorene (2) 4,5-diaza-9,9’-spirobifluorene can be synthesized by the method adopted from Ken-Tsung Wong
Vol. 44 (2005), p. 8723 [12] Wong, K.
Vol. 14 (2008), p. 933
Online since: December 2014
Authors: Hsi Chi Yang
Christian and Wong [2] pointed out that excavation simulation in linearly elastic material is independent of the number of increments used for excavation process, but for the finite elements they used, this criterion did not hold.
Christian and Wong indicated that the errors may be caused by the factor that the lower-order linear triangle and four-node quadrilateral elements are inadequate to model the stress gradients near the corner of the excavation.
Wong: Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 13, No. 1, (1973), p. 1
Rahnema: A Hyperbolic Model for Stress-strain Behavior of Unsaturated Soils, The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, (2008), p. 2012
Online since: October 2013
Authors: You Hua Ge, Jian Sheng Xia, Xiao Feng Huang, Hong Lei Zhang
Noguera, et al: Eighth International Conference on Hybrid Intelligent Systems (Barcelona, Spain, Sept. 10-12, 2008).
Wong: Engineering Applications of Artificial Intelligence, Vol. 15 (2002) No.6, p.567-585
Wong: International Journal of Production Research, Vol. 46 (2008) No.14, p.3783-3800.
Online since: July 2011
Authors: Cheng Yu Wang, Shu Liang Wang, Chang Yu Liu, Hui Ming Du, Hua Ma, Cheng Xie
Wong: Thin Solid Films.
Vol. 46(2008), p.1218 [10] H.X.
Wong: J.
Vol. 326(2008), p.465 [17] R.
Online since: October 2014
Authors: Jian Ting Zhang, Shuang Ping Huang, Shi Peng Chen, Xiao Ji Wang, Rui Wang, Cheng Lin Zhu
References [1] Examples of synthetic approaches to aculeatins: (a) Wong, Y.
Tetrahedron: Asymmetry 2008, 19, 1508; (f) Chandrasekhar, S.; Rambabu, C.; Shyamsunder, T.
Tetrahedron Lett. 2007, 48, 4683; (g) Peuchmaur, M.; Wong, Y.
Prod. 2008, 71, 390–395.
Online since: March 2009
The 6th International Forum on Advanced Material Science and Technology (IFAMST 2008) 12-14 June 2008 The Hong Kong Polytechnic University Hong Kong SAR, China Organized by The Hong Kong Polytechnic University Sponsored by Saitama Institute of Technology The Hong Kong Polytechnic University Hong Kong Society of Theoretical and Applied Mechanics International Scientific Advisory Committee Prof.
Wong Georgia Institute of Technology, USA Prof.
Online since: March 2012
Authors: Rui Ming Yin, Liu Gong Wang, Hua Rong Yang, Piao Liu, Jing Li, Fu Bao Ji
Zhang, etc: Electronic Components and Technology Conference (Lake Buena Vista, USA, May 27-30, 2008). p. 1272
Kumar: International Journal of Adhesion and Adhesives Vol. 28(2008), p. 362-371
Zhong: Journal of Materials Science Vol. 43(2008), p. 3072-3093
Wong, W.F.Jr.
Li Zhihua: Research in silver conductive adhesive of high-performance for Microelectronic Packages (MS, Central South University, china 2008), p. 32-33, in Chinese
Online since: February 2011
Authors: Gang Ma, Guo Jian Cheng, Liu Mei Zhang
P.W.Wong proposed the first watermark model [3].
Meanwhile P.W.Wong’s model converts a watermark image A into M×N pixels picture which has similar blocks, digital abstract and Ai corresponding XOR with the original image.
[3] WONG P W.
[7] Ma Gang, Jiang Zhixin, Wei Hongchun, Liu Tianshi.A Brittle Digital Blind Watermark Algorithm Based on LSB[J].Microelectronics & Computer,2008,25(8):205—208.
Online since: August 2013
Authors: Shao Jun Liu, Qing Jue Han
In 1956, Bekker [1] formulated a relationship between sinkage pressure and shear stress of a wheeled vehicle on soft ground; Wong (1984) [2]developed an analytical method for predicting the normal pressure distribution under a moving tracked vehicle, taking into account the response of the terrain to repetitive shear loading.
According to Wong, this relationship can be obtained by equation(2): (2) Here, is the shear stress of the soil,denotes the maximum shear stress,is the ratio of the residual shear stress to the maximum shear stress,and is the shear displacement where the maximum shear stressoccurs. can be obtained by equation(3): (3) Here, and are the cohesion of the soil and the angle of internal shearing resistance of the terrain respectively.
Ann Arbor, Mich.: University of Michigan Press, 1956 [2] Wong J.Y.
John Wiley & Sons, Inc. 2008 [3] Kanayama Y., Kimura Y., Miyazaki F., Noguchi T.
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