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28 Jul 2005: Alam et al. [24] among others have noted that speckle tracking inthis form is suboptimal for elastography, because tissue compression causes both displacements(which are estimated) as well as within-window

5 Sep 2005: In other methods real-space grids with finite-difference [22, 24]or multigrid [25, 26] techniques, B-splines or blip functions [27], localised spherical-waves [28],numerical atomic orbitals [29, 30, ... Rev. B 66 035119[24] Hernández E, Gillan M J and

1 Dec 2005: v1(c) =. 24 1c4. 35 ; v2(c) =24 16c. 35 ; v3(c) =24 01c. ... and the matrix P. A =. 24 2 0 10 4 01 0 2.

24 Feb 2005: netic materials (principally Fe2O3) that make up about. 2–5% of the material.24. ... 24. Wilby G. B. Structural Concrete—Materials; Mix Design;. Plain, Reinforced and Prestressed Concrete: Design Tables.

9 Aug 2005: "# %$'&( )#,-)!/.0 1(2345276#89:. ;<-=?>A@CBDFEHGJILKMNBPO/QR=?BBMNSLTUI?<-SVTXWMZY[QRERM]D_VMN>F>a<. bdcfeCg3hjilkcfmniopqAmsrtumscfcHhltumNrvmstuwxcHhlyjtzi|{op+}gk/NhltNrc}gk/NhltNrc}UCv. fZnZ"sa"x-"|"3Zxx"nxnj"f ¡jn£¢x¤¥ ijileV "|yjwnhª

19 Oct 2005: J 2.9e10 5.6e9 24.50 23.00 25%. H 3.0e10 5.8e9 24.53 23.24 30%. ... WFCAM e-/s 24.4 24.3 24.6 24.9 24.2. UFTI e-/s – – 24.5 24.7 24.2.

6 Oct 2005: 23 5.8 DATA FROM IT03, EARTHQUAKE 4. 24 5.9 DATA FROM IT03, EARTHQUAKE 5. ... PS.2. Max= 3.06. Min= -154. Max= 24.1. Min= -89.7. Max= 38.2.

6 May 2005: informal discussion in Cambridgeon 24 March 2005 to formulate apolicy that would be acceptableto the majority of Quaternaryworkers.

9 Aug 2005: 4$6/3!A@. 0 3. # = %BA : 7 # =13 ' '(7(?$ 24= / '>3. - ... 8 : 7>=@? 24= / '>3! "$#&% '. ) L " 78!

15 Aug 2005: a classical Runge–Kutta method, thus obtaining the so-called Runge–Kutta–Munthe-. Kaas (RKMK) class of schemes [24, 17]. ... Matrix Anal. Appl. 15 (1994), pp. 881-902. [24] H. Munthe-Kaas, High order Runge–Kutta methods on manifolds, Appl.