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16 Nov 2007: 2.4.1.2 Minimum Phone Error (MPE) 23. 2.4.1.3 Minimum Classification Error (MCE) 24. ... 2.4.2 Weak-Sense Auxiliary Function and Parameter Re-estimation 24. 2.5 Bayesian Training of HMMs 29.

11 Jul 2007: 24. Table 2 Comparisons between experimental and predicted load capacities. Source Supporting condition No. ... under Bending and Shear’’, IABSE Periodica, Zurich, 36-II, 1976, 105–120. [24] Exner, H., "On the Effectiveness Factor in Plastic

2 Mar 2007: Thedependence of the electronic bands on u can be obtained from theDFT electron–phonon coupling matrix elements (see equation (6)and note 24 of ref. ... Phys. Rev. Lett. 96,. 136806 (2006).24. Moos, G., Gahl, C., Fasel, R., Wolf, M. &

21 Sep 2007: 21-9-2007 T. Behnke: ILD 24. A ZHH event at the ILCA ZHH event at the ILC. ... Behnke: ILD 31. SiW ECALSiW ECAL. W is absorber materialSI detectors as active medium30 layers, 24 X0 (20 cm), 1x1 cm2 cellsAlveolar structure, carbon wrapped W9720 channels

24 Aug 2007: Masters course in Chemical Informatics (Chem. Inf. Lett. 2005, 11, #2, 24). ... Molecular Design Group at Trinity College Dublin (Chem. Inf. Lett. 2004, 8, #2, 24).

18 Dec 2007: Figure 1b and c shows the ternary phase diagrams which summarise the compositions of carbon nitrides with increasing N content [24]:. ... Higher N contents cause a transition to a lower sp3 fraction and give softer films similar to PLCHN [24].

16 Nov 2007: 2.3 Limitations of HMMs for Speech Recognition 24. 2.3.1 Explicit Temporal Correlation Modelling 25.

1 May 2007: 24 mm. The sandwich beams comprise identical front and backace-sheets of thickness h = 8 mm and a core of depth c360 mm. ... In addition to these sandwich beams, a reference monolithicsteel beam of thickness d = 24.0 mm mass per unit area equal tothat of

23 Apr 2007: Date: April 24, 2007. Speakers: Dr John van Wyhe.

11 Jul 2007: Also shown in the figure are the failure shear stresses predicted by program Response-2000 (R2k) [24]. ... Paul’s Church-Yard, 1678, 24 pp. [3] European Committee for Standardization, CEN, EN 1992-1-1:2004 Eurocode 2: Design of Concrete Structures-