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6 May 2004: Bending Tests. The aim of the bending test is to determine the smallest radius of curvature that a particularspecimen will survive without failing. ... When this happens, the test has to be repeated with a shorter specimen.

9 Mar 2004: A test of the ice thickness algorithm using labora-tory experiments in which the growth rate is measured inde-pendently. ... To test when natural sea ice suffers thisinstability, we also plotted the buoy-derived values of f# andhDS on Figure 7a.

5 Oct 2004: Theorem 49 (Euler). p prime. 1. p=. Since we wish to consider infinite products of functions it is obvious thatwe shall need an analogue of the Weierstrass M-test for products,

29 Jan 2004: For the evaluation, 1200test utterances (feb89, oct89, feb91, sep92), test, and a randomly selected 300 utterance subsetof the training data, train, were used. ... Thisdoes not seem to be the case in the two component systems where the test set

30 Apr 2004: The researchers will use computer models to test all these combinations of land use and travel.

15 Dec 2004: into concrete health, social and economic benefits.

4 Jun 2004: taken place, in particular regarding the clustering of projects involved in the research of socio-economic aspects? ... The IRS has been involved with communication with other relevant EU research projects, in particular regarding the clustering of

7 Jul 2004: Its originality lies in two main points: firstly,. we use original test conditions. ... tests (e.g. test no. 1 for dry sugar at _ea 0:16%/s).In order to overcome this difficulty and accurately.

30 Jan 2004: T-tubule net-work (7 ). To test if this tubulating ability is dueto the Drosophila amphiphysin BAR domain,we mutated pairs of basic residues to gluta-mates, Lys161 Lys163 on the ... S3B). As a functional test of the amphiphysin BARdomain, we tested the

7 Jul 2004: Fig. 3. Sketch of the loading rig for the biaxial and hydrostatictension tests. ... A comparison between the “Arcan”and double-lap shear stress versus strain curves forthe H100 foam shows that while the shear strengthsfrom both tests are in

7 Jul 2004: fatigue tests: at the end of the fatigue test, when the. ... The specimen was then re-loaded and. the test was resumed. In the fatigue tests theunloading modulus was calculated from the changein axial strain upon reducing the applied stress.

11 Jun 2004: For the initial tests, images from the INT wide field camera (WFC) were used. ... These were included on the plots. For the tests, only one CCD of the WFC is shown.

21 Sep 2004: delamination fracture tests, especially those featuring high-. resolution measurements of crack displacements and. ... to seat the specimen halves in the loading jig. 3.2. Shear tests.

8 Oct 2004: 39-dimensional single and two observation noise component baseline FAHMMs. on the 1200 utterance test set and 300 utterance train set. ... Oracle: 1.18 (test), 0.08 (train). Idiot: 63.43 (test), 52.45 (train). 95.

9 Dec 2004: 318. 319. 320. 321. 322. 323. 324. 325. RREC2.1.2. Test procedureDirect compression tests were carried out using theCelanese compression rig. ... uniaxial test specimens. The overall geometry of these. plates is shown in Fig.

12 May 2004: adult blood stem cells, and whether they can establish new experimental systems to test the efficacy and toxicity of drugs on human physiology.

7 Jul 2004: The details are the same as forthe K-decreasing tests, but withc=0. ... Fig. 3. Comparison of da/dN from K-increasing,K-decreasing andK-constant tests. Tests were performed atR=0.1 on compact tensionspecimens of Alulight foam, of composition

7 Jul 2004: A similarresponse has been observed previously [13] in deepnotch compression tests on the Alporas foam. ... TTAlcan 65T 89L 95. Alporas 84L, T and TT. 6. Fracture toughness tests.

10 Mar 2004: 2003 Cambridge Nationally. Socio-economic category. Applications Acceptances % success rate Applications Acceptances % success rateHigher managerial and professional occupations 4,112 1,253 30 67,455 58,034 86. ... 2002 Cambridge NationallySocio-economic

9 Aug 2004: There could be significant economic consequences if these structures cannot be strengthened as the only other options are weight restrictions or complete replacement.