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Descent Calculations forthe Elliptic Curves of Conductor 11 Tom ...
https://www.dpmms.cam.ac.uk/~taf1000/papers/desc11.pdf22 Oct 2001: Our earlier calculation of the pairing (17) shows that the Cassels-Tate pairingon (24) is non-zero. ... 24. The cyclotomic character ω and the character ψ of 5 are equal. -
C:DOCUMENTS AND SETTINGSADMINISTRATORMY…
www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf10 Nov 2001: b = 2 (15 6) 24 = 204 (5). Substituting Equations 4 and 5 into Equation 1 we obtain. ... 8. Figure 12: Variation of forces in net cables. 24. 0 5 10 15 20 25 303.5. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: E(p) =12pT. . p, (24). where the elements of are given by. ... Proceedings of Cold Spring Harbor Symposium on Quantitative Biology, 1962, 27, 1-24. -
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https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/current%20opinion%20micro%202001.pdf12 Nov 2001: Mol Microbiol 1996, 22:231-237. 19. Margolin W: Themes and variations in prokaryotic cell division.FEMS Microbiol Rev 2000, 24:531-548. ... J Cell Biol 2000, 151:F19-F21.See annotation to [24•]. 24. Kiessling J, Kruse S, Rensing SA, Harter K, Decker EL, -
The Cassels-Tate Pairing and thePlatonic Solids Tom FisherDepartment…
https://www.dpmms.cam.ac.uk/~taf1000/papers/ctp.pdf12 Oct 2001: v(ξv,bv)v = 0 for all b S(φ̂)(D/K). (24). According to the Weil pairing definition, (24) is precisely the condition〈x,y〉 = 0 for all y ... 24. Not only does this give another proof that Cλ(Q) has rank 0, but wealso learn that X(Cλ/Q) contains no -
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mi.eng.cam.ac.uk/reports/svr-ftp/sparckjones_cltr517.pdf7 Oct 2001: 8;,=&"vZ$9V K)i!Zi9V ;)Î$9h ;& ;=!"p;) / -,H;&AP,!#P6 %S+[#( 24 )g(>@{7cPU(.( 7;'8;(! ... 9V @24 Ì ' $;S+[ -c.,=",=&8U - PU -"P7,=!)G,=&,=&,H&8g- / -( -,=,Hg",=-;' - -r( -,!K9$(-v> zXx}24 & -)g=![] Ç4',! -
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www.tcm.phy.cam.ac.uk/~cc726/TP1/ExamFiles/exam01sol.pdf19 Jan 2001: " $#&%'() ,--. /10 243 24567 849 : 9/24: ;<9 0 :=84/ >9?@9 9 2A BCD4E 9 7 9 E FG0 9 7 FHD@9 I@J J J KLE 9 /: 90 ... kx m n l. q3 J 91JLz|{124IHP B0 I49 0 9 }u4/17 3 B124: v B10<7 849A BHB10 I43 24/17 9 : m n J 849bH3 249 7 -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: externally, by putting the. concrete in the compression. zone into triaxial compression, or by fibre-reinforcing it.23,24. ... University Internal Report 97/98, 1998. 24. TANIGUCHIANIGUCHI H., MUTSUYOSHIUTSUYOSHI H., KITAITA T. -
Structure and Motion from Silhouettesby Kwan-Yee Kenneth WongWolfson…
mi.eng.cam.ac.uk/reports/svr-ftp/wong_phd_thesis.pdf18 Oct 2001: face using differential techniques [24, 134, 12, 125]. On the other hand, if only. ... surfaces and silhouettes can be found in [24, 27]. 2.2 Imaging Model. -
sb340207 169..180
www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf9 Nov 2001: prevent rotation. Hanging beam. 24. The nite-element analysis showed that. the buckling load of a hanging beam is. ... 5, 109112. 24. HANSELLANSELL W. and WINTERINTER G. Lateral stability. of reinforced concrete beams.
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