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Online since: March 2010
Authors: Jian Bao Li, Hong Lin, Cun Xin Huang, Mu Yun Lei, Hong Bing Du, Fa Hui Li
El Kheshen: British Ceramic Transactions, Vol.101[2](2002), p.71
[12] S.
Monika, et al., Ceramics International, Vol.35(2009), p.933 [13] G.
Lu, et al.: Atomic Energy Science and Technology, Vol.34[Suppl.](2000), p.34 [19] G.
Monika, et al., Ceramics International, Vol.35(2009), p.933 [13] G.
Lu, et al.: Atomic Energy Science and Technology, Vol.34[Suppl.](2000), p.34 [19] G.
Online since: August 2013
Authors: Xu Zhan, Yue Rong Lei, Ling Yan Du, Hui Ming Zeng, Jian Ling Chen
EL-Emam, “Hiding a large Amount of data with High Security Using Steganography Algorithm,” Journal of Computer Science ISSN 1549-3636, vol. 3, no. 4, pp. 223-232, 2007
Al-Hamami and S.
Al-Ani “A New Approach for Authentication Technique”, Journal of computer Science, ISSN 1549-3636, Vol. 1, No. 1, pp. 103-106, 2005.
Al-Hamami and S.
Al-Ani “A New Approach for Authentication Technique”, Journal of computer Science, ISSN 1549-3636, Vol. 1, No. 1, pp. 103-106, 2005.
Online since: July 2015
Authors: Khairul Anuar Kassim, Mahdy Khari, Payman Alimohammadi
Detailed descriptions for the sand sample preparation using the Mobile Pluviator can be found in Khari et al.[7].
El Naggar, et al.: Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis, Canadian Geotechnical Journal, (2005) 42(2): p. 365-380
El Naggar, et al.: Simplified BNWF model for nonlinear seismic response analysis of offshore piles with nonlinear input ground motion analysis, Canadian Geotechnical Journal, (2005) 42(2): p. 365-380
Online since: December 2012
Authors: P. Balasubramanian, Thiyagarajan Senthilvelan
[4] T.A.El-Taweel: multi response optimization of EDM with Al-cu-si-Tic p/m composite electrode.
[10]S.Gopalakannan, T.senthilvelan and K.Kalaichelvan: Modeling and Optimization Of EDM Of Al 7075/10wt%Al2o3 Metal Matrix Composites By Response surface methodAdvance Material Research (2012). volume 488 – 489, pp 856-860.
[10]S.Gopalakannan, T.senthilvelan and K.Kalaichelvan: Modeling and Optimization Of EDM Of Al 7075/10wt%Al2o3 Metal Matrix Composites By Response surface methodAdvance Material Research (2012). volume 488 – 489, pp 856-860.
Online since: August 2017
Authors: Bin Li, Kun Yan Wang
Ries [4] et. al. reported the non-isothermal cold crystallization kinetics of poly(3-hydroxybutyrate) (PHB) and PHB-ZnO composites and found ZnO can neither be classified as a crystallizaition accelerator, nor as a crystallzation inhibitor; its action is strong concentration dependent.
Deshmukh [5] et. al. studied the non-isothermal crystallization kinetics of poly(butylene terephthalate) (PBT) and calcium carbonate nanocomposites(CaCO3) and found that higher loading of the filler retarded the crystallizaiton rate.
Ries, E.L.
Deshmukh [5] et. al. studied the non-isothermal crystallization kinetics of poly(butylene terephthalate) (PBT) and calcium carbonate nanocomposites(CaCO3) and found that higher loading of the filler retarded the crystallizaiton rate.
Ries, E.L.
Online since: July 2015
Authors: Xiao Zhou Liu, Jie Chen, Xiao Zhen Liu, Cheng Zhang, Wan Wan Zhu, Xiu Min Gui
Wilts, et al.: Methods Vol. 68 (2014), p. 354
[2] G.
Maguire, et al.: Biomaterials Vol. 35 (2014), p. 2543 [4] B.
Wang, et al.: Measurement Vol. 47 (2014), p. 200 [7] X.J.
Yuba, et al.: Biomaterials Vol. 35 (2014), p. 6576 [8] R.
El-Saycd: J.
Maguire, et al.: Biomaterials Vol. 35 (2014), p. 2543 [4] B.
Wang, et al.: Measurement Vol. 47 (2014), p. 200 [7] X.J.
Yuba, et al.: Biomaterials Vol. 35 (2014), p. 6576 [8] R.
El-Saycd: J.
Online since: July 2011
Authors: C.J. Choi, Jung Goo Lee, Jin Jun Liu, Ping Zhan Si, Hai Xia Wang, Wei Jiang, Hong Liang Ge
Phase diagrams show that the binary Mn-Al system has at least 17 phases, among which the ferromagnetic τ phase that containing 50-60 atomic percent of Mn has been investigated extensively [2,3,4].
Experimental details The Mn54Al46 alloy was prepared by induction melting of the elemental Mn and Al in argon atmosphere with subsequent water quench.
A heat-treatment for half-hour on the Mn54Al46 at 400℃ results in the transformation of ε-MnAl to a more stable Al-abundant γ-phase, τ-phase and β-phase, as shown in Fig. 1(b).
He and N.A.El-Masry: Mater.
Experimental details The Mn54Al46 alloy was prepared by induction melting of the elemental Mn and Al in argon atmosphere with subsequent water quench.
A heat-treatment for half-hour on the Mn54Al46 at 400℃ results in the transformation of ε-MnAl to a more stable Al-abundant γ-phase, τ-phase and β-phase, as shown in Fig. 1(b).
He and N.A.El-Masry: Mater.
Online since: May 2011
Authors: Gui Yun Yan, Wen Jun Wu
Zhang et al. developed a smart base isolation system which was combined with rubber bearing and magnetorheological damper and validated its effectiveness [3].Wu et al. presented a new SMA-rolling isolation bearing and its restoring force model.
The equations of motion can be written as (1) Fig.1 Structure model controlled by smart base isolation where M, C, and K are the mass, damping and stiffness matrices of the structure; X(t)=[x2(t) x1(t) xb(t)]T is a vector of the displacement relative to the ground; f is the control force generated by the MR damper; is a one-dimensional ground acceleration; Λ=[1 1 1]T is a column vector of ones, and Γ=[0 0 -1]T is a vector related to the location of the MR damper in the structure.Modelling parameters for two-story steel frame structure with smart base isolation system are chonsen as follows: mb=1.9336kg, m1=1.2528kg, m2=1.2046kg, kb=0N/m, k1=1371.8N/m, k2=1474.1N/m.Wu et al. illustrated mechanical model of Sigmoid for MR damper [5].
x2 x2- xb Fig.5 Control surface of fuzzy logic controller Various levels of each of the earthquake records including: 0.1g and 0.2g magnitude of El Centro and Kobe, are considered.
The equations of motion can be written as (1) Fig.1 Structure model controlled by smart base isolation where M, C, and K are the mass, damping and stiffness matrices of the structure; X(t)=[x2(t) x1(t) xb(t)]T is a vector of the displacement relative to the ground; f is the control force generated by the MR damper; is a one-dimensional ground acceleration; Λ=[1 1 1]T is a column vector of ones, and Γ=[0 0 -1]T is a vector related to the location of the MR damper in the structure.Modelling parameters for two-story steel frame structure with smart base isolation system are chonsen as follows: mb=1.9336kg, m1=1.2528kg, m2=1.2046kg, kb=0N/m, k1=1371.8N/m, k2=1474.1N/m.Wu et al. illustrated mechanical model of Sigmoid for MR damper [5].
x2 x2- xb Fig.5 Control surface of fuzzy logic controller Various levels of each of the earthquake records including: 0.1g and 0.2g magnitude of El Centro and Kobe, are considered.