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17 Nov 2005: HCAL. s. 1.40. 1.40. 2.25(23.53%). 34.12. ECAL. s. 0.57. 1.51. 2.32(24.27%). ... 5.66. neutral. M. 0.53. 1.60. 2.38(24.90%). 4.89. charged. M. 0.30. 1.63.

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

26 Jul 2005: LT. 0.500E-01 CONF 1 E = 40.20 ( 0.043) rejected by energy CONF 1 E = 24.24 ( 0.123) is unique and stored as structure 12 CONF 1 E = ... 0.102) rejected by structure 16 CONF 1 E = -13.19 ( 0.631) rejected by starting geometry CONF 1 E = 24.24 ( 0.100)

14 Dec 2005: PRk,2(). 1 24. 2. π. k 3k. 2=. 36. 2π. k, thus. ... Mathematics of Computation, Vol. 24, No.109, (1970), 155–158. [5] W. Light.

6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 4. Figure No. CUED/D-SOILS/TR338. 24. ... 24. Data from Test IT06, Earthquake 1. PS.1. PS.2. PS.3. PS.4.

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.

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

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

30 Jun 2005: Green [25].The method is still paying dividends, cf. [3, 24]. Let be an arbitrary smooth 2-form. ... Math. 246, Amer. Math. Soc., Providence, RI, 1999. [24] N. Gouda, A theorem of E.

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