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2 Oct 2001: GI?:&6OP-/W.W.-4w+":e&D{B/RS7:W&IiNJ,& J);?:&nJj),9;-/":ef@>B/9,C3-<M7N9,-37& ... p),?N&69 Ba"=-/R),.RS& J Z OP-39ThµBa9;&fJF);-/7:7N+":ey);RS& JBa"N=UcE5);?:&pJj),9;-/":e5@>B/9,C3-<y7N9,-37& 9j)FE.

2 Oct 2001: OP (ë OP7âPãä-o%}Ïb)1A(Ð?0à N ø Q â )1/q-/qj#H #/qj#I/z2?,Càsá ä (ë ä â àsá (ë â I àá (ë â ... Y}{|r%39:F9t#l26A(ij]#vmI)1/8A6#IH7o)1mI#26'7#vH7A(?jmI#%6%àá OP 6ë OP â Pã ä <bàë OP 3á OP â Pjã ä

20 Dec 2001: TABLE 2. CONCRETE MIX DESIGN. Material Quantity, kg/m3 Percentage by weight, %. aggregate (5 mm) 973 43.7. sand 703 31.6. OP cement 373 16.8.

26 Mar 2001: Then, in the next step(frequency extraction step), the boundary conditions are changed to the actualones, described above, by using BOUNDARY, OP=NEW option. ... Then, in the frequency analysisstep, the boundary conditions are released while the nodes at

18 Oct 2001: Structure and Motion from Silhouettesby. Kwan-Yee Kenneth WongWolfson College. Department of EngineeringUniversity of Cambridge. A dissertation submitted tothe University of Cambridge. for the degree ofDoctor of Philosophy. Michaelmas Term 2001.

17 Aug 2001: slope. Each cylinder length shortens.Each radius swells. Stress circles increase in size and are tangential to the pair of lines OP andOp′ in Fig.

19 Jan 2001: By controlling thebond at particular locations along the beam, the designer can op-timize both the ultimate capacity and the rotation capacity of abeam.

17 Aug 2001: a; = wiai (7). u; = op; (8). and 0,: = w,D, (9).

22 May 2001: Multiview Geometry: Profiles and Self-Calibration. Paulo Ricardo dos Santos Mendonça. Jesus College. Lent Term 2001. A dissertation submitted to the University of Cambridge. for the degree of Doctor of Philosophy. To Cláudia. with all my love.

28 Sep 2001: Concerto Grosso in A minor, op. 6 no. 47. D. Scalatti: Sonato in E major.