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18 Feb 2008: AA identity. JC† paml‡. KA KS KA S.E. KS SE. ENSANGG0000008286 An. ... Syn Non-Syn. n bp† KA (%) KS (%) KA/KS Fix Poly Fix Poly NI‡ P.

18 Feb 2008: adaptively. Although we chose to select genes on the. basis of nonsynonymous divergence (Ka), using the ratio. ... nonsynonymous : synonymous substitutions (Ka/Ks). would have made little difference to the list of genes.

27 Nov 2008: based measure dN (Yang 1997) and thenucleotide-based measure KA (Comeron 1995); seeBierne & Eyre-Walker (2003) and Haddrill et al. ... see the same relationship here (Spearman’s rank corre-lation, Rs, between EST count and KA, with 95% confi-dence

18 Feb 2008: Intervirology, 7, 346 – 350. Posada D, Crandall KA (2001) Evaluation of methods for detectingrecombination from DNA sequences: computer simulations.Proceedings of the National Academy of Sciences, USA, 98, 13757 –13762.

1 Feb 2008: Aé13<K3è-1 ->EN31ZEF>"3517ð"65:C3EF<@>kA<@ê|:CEF>. S 0 ù ûèé-;Vü35è1zî@1VDN<ì4EN3õþ<Cç3è1î"<@6317òEG;><@3K35è19;éê

7 May 2008: Condensation of Classical Nonlinear Waves in a Two-Component System. Hayder Salman and Natalia G. BerloffDepartment of Applied Mathematics and Theoretical Physics, University of Cambridge, Cambridge, CB3 0WA, UK. Abstract. We study the formation of

31 Jul 2008: On modified asymptotic series involving confluent. hypergeometric functions. Alfredo DeañoDAMTP, Centre for Mathematical Sciences,. University of Cambridge,Wilberforce Road, CB3 0WA, UK. Nico M. TemmeCWI, P.O. Box 94079, 1090 GB Amsterdam, The

30 Sep 2008: ii) χ(a) = 0 A sin(ka) = 0 ka = nπ where n = 1, 2,. ... Imposing continuity of χ(x) at x = a gives,. A cos(ka) = D exp(κa) (35).

18 Mar 2008: Now, (A-3) can be expressed as:( ). _f anþ1 _f an þ Dt va _riĵaij þ _Ei bDai þ ka Xb. ... In the finite element computation reported herein we have simplified the implementation of the rate tangentmethod by ignoring the term involving ka in (A-13).

5 Feb 2008: SOIL DYNAMICS. Arnold Verruijt. Delft University of Technology. 1994, 2008. PREFACE. This book gives the material for a course on Soil Dynamics, as given for about 10 years at the Delft University of Technology for students ofcivil engineering, and