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30 Sep 2002: 2 Existing Advice on Password Selection. Many large organisations give specific advice to new users about how to selecta ”good password”. ... Now log on using the initial password you have been issued, change yourpassword to the new random password

31 Jan 2002: 1. Select an unexpanded node of the search graph. 2. Apply the constraint inference rules to the selected node to generate all possible new constraints. ... 5. Else apply the problem space rules to generatre new partial solutions which are consistent

26 Sep 2002: If A = {a1,. an} then new A in P denotes new a1 in. ... 19. code, one might take a new syntactic category of configuration, e.g.

1 May 2002: The attack was not only successful in its aims, but alsoshed new light on the vulnerabilities being exploited. ... We also found a new way of demonstrating that the DES S-boxes are notas random as they might at first appear.

14 Jun 2002: the EdinburghTTT system, Groveret al., 2000). However, it is simple toadd additional rules when new corpora reveal specific prob-lems. ... Its relative domain-independence coupled with competitive levels of accuracymake it especially practical for easy

26 Sep 2002: The latter are typically less efficient, but simple to maintain and toport to new systems. ... Secondly, new proof techniques are required to capture thedesign intuitions regarding mobile agents.

19 Apr 2002: Q. Are theremany new files? A. Yes, it is characteristic of scientific collaborations that newfiles are created. ... Current work ison the effect of particular algorithms and looking for new types of operation.

26 Sep 2002: To a first approximation, C2 above reduces to. New z : int chan instruct. ... 3. The representation type is unchanged but the new code has changed invariants.

20 Mar 2002: 8. Growth and Exit routes. New markets: horizontal and vertical expansion. ... New markets. Horizontal. Similar products or services. New Customers. Geographical/Export. New application area.

13 Feb 2002: In this new series of centrifugal tests, the effects of excess pore pressure under spud-can foundations of a scaled model three-leg offshore jack up structure subjected to horizontal cyclic