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www.tcm.phy.cam.ac.uk/~cc726/TP1/ExamFiles/exam00sol.pdf7 Jan 2002: E A B1C91JW XMY ZMY[ 4]HH_H a11M HaH bHcd e J f3 249 7 3 A 9 249 0 5 F3 :hgGikjl mn lhop l@q jl r op ... op l t u /1: 0 9 xHS43 0 9 I@JyMB10<7 849: 9 A B24I=0 BHI s 7 849A 9 27 0 9B1ThC/1: : 3 : /17z iw n : -
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www.damtp.cam.ac.uk/user/ngb23/publications/Spline.pdf24 Sep 2002: $ 5R0!$ ,!F0:. < 6# /=&X$'&JQ($ 7G5I#& 15I"t+ OP!"%$'!%85!4 $ 5j!=.I_3 O. ... D-6+ OP 9$ "%$%!=.Ou , Q(8$ 0 &IgO] 0$'$>$ $ 5I34!:xM 7./.I $T. -
https://www.hep.phy.cam.ac.uk/~lester/dtm662/samosa/notes/1/kumac
https://www.hep.phy.cam.ac.uk/~lester/dtm662/samosa/notes/1/kumac12 Jun 2002: nt/proj 102 2.sqrt(l)%log(1.foldedsamosadist.f(maxnf,minnf,l,79.e3,9.9e3,29.5e3,336.3e3)) h/op/div 102 101 103! -
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https://www.dpmms.cam.ac.uk/~twk/Anal.pdf16 May 2002: ø0òFôþú3õ S 76pü /øP"8 ôõòGúö 4/øõquõ=ònõÿZô òÛükõö 3ü"8 þòFô úö t5/øWõ O òFü YE dþöõ+úþúç#õòú ø ú ( õôõ.þ7ø0ü éèrþ ôúõþúú òÛü õöøøVúö t5/ ... 6üöõòÛü ø0/õòÛøWô? -
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www.damtp.cam.ac.uk/user/ngb23/publications/nls1.pdf24 Sep 2002: "$#% &''()",))&,-. ()"/'1000. 24365873:9<;=7>243?587A@B5DCE;GF4HI9KJDFML3ONP@A5DQOCEFSRUTIVD;MWX@B3?5DYZ;GY[ 3:N8C7BY]3?_HV8abCEFXcdV8@NP@ Wfe. gihMjkhmlDnfoqprts. uwv)xzyB{}|Gv}q|1yA|/v}GyA|$/Av}{|6GtyA %A{qyB$fAKvv}Kty A{}/y=1A. < ¡ A¢£/ A¤D¥ -
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www.statslab.cam.ac.uk/~james/Markov/s24.pdf27 Aug 2002: VI(OQH5RDO:XnCBfh ÇZXOQH5OQXFVWN[OQkUR»_»e'@H(R[OQH(>5@>BS?5N[@5e"C4B[BÈÉ É»ÊÌË y-OQR[k|YFVQ>5CBOQHxoÍ5q q"5qfÁr=Ý|op«rPOQBPFÛ "Á&ÏJ $"""Ð "[" -
Partial Differential Equations T. W. Körner after Joshi and ...
https://www.dpmms.cam.ac.uk/~twk/PDE.pdf12 Oct 2002: Lemma 1.1 (Proposition 1). If P and Q are linear partial differential op-erators. -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: This op-tion equates the global displacements and rotations ofthe two nodes that are tied together. -
D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf22 Mar 2002: geometries, numerical solutions are the only viable op-tion. The first finite element algorithm to incorporatewrinkling theory[12, 13] iteratively modified the mem-brane stiffness until all compressive stresses had beeneliminated. -
COLLECTIVE GEODESIC FLOWS LEO T. BUTLER AND GABRIEL P. ...
https://www.dpmms.cam.ac.uk/~gpp24/cgf_aif.pdf9 Sep 2002: The list does include allsimply-connected rank-one symmetric spaces except CP 2, OP 2 (the Cayley projectiveplane) and the obvious case S2.
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