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O R D E R S O F E ...
https://www.reporter.admin.cam.ac.uk/reporter/2003-04/special/15/1.pdf22 Apr 2004: Quantitative economics. Economics Tripos, Part I, 2004 – ECT1The examination will take place in the Sidgwick Avenue Lecture-rooms. ... Quantitative methods in economics. Economics Tripos Part IIA, 2004 – ECT2The examination will take place in the -
SPRI Review 2003
https://www.spri.cam.ac.uk/about/sprireview/2003/review2003.pdf20 Jul 2004: snowpacks. Data to develop and test the model have beencollected at Haut Glacier d’Arolla, Switzerland, and Midre Lovénbreen, Svalbard.There are two components to the model. ... Taylor, J., Dowdeswell, J.A., and Kenyon, N.H. 2003. Morphology and -
The Flooded Forest:Guidance for policy makers and river managers ...
https://www.geog.cam.ac.uk/files/research/projects/flobar2/reports/final/flobar2.pdf7 May 2004: Although it is often the casethat natural functions and services cannot readily be assigned monetaryvalue, there is increasing appreciation ofthe economic functions that floodplainforest can perform. ... Monitoring velocityin overbank flow through woody Results that match 2 of 3 words
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CAMBRIDGE UNIVERSITYENGINEERING DEPARTMENT SWITCHINGLINEAR DYNAMICAL…
mi.eng.cam.ac.uk/reports/svr-ftp/rosti_tr461.pdf29 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 -
indent15.dvi
www-mech.eng.cam.ac.uk/profiles/fleck/papers/157.pdf30 Mar 2004: of the core does not necessarily induce shear stress. They performed triaxial tests. ... W. (1997). Constrained buckling tests show. increasing compressive strain to failure with increasing strain gradient. -
PII: S0266-1144(00)00009-1
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf7 Jan 2004: Table 1Details of centrifuge tests. Test code Depth of clay (mm) Reinforcement Wick drains. ... three tests is shown in Fig. 2(b). The following correlation between the peak vaneshear strength measured by the miniature vane shear apparatus, the vertical e -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment. ... γ factors as low as about 0.20 arepresent -
53091 361..366
https://www2.mrc-lmb.cam.ac.uk/groups/hmm/publica/McMahonE.pdf3 Dec 2004: endogenous AP2 (middle, AP6 antibody) and transferrin uptake (right). A strong. ... Liposome tubulation, sedimentation and electron microscopySynthetic liposomes contained 10% cholesterol, 40% phosphatidylethanolamine,40% phosphatidylcholine, and 10% of -
Tunnelling-induced ground and building movement on the Jubilee Line…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-choy.htm22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e. -
J. Fluid Mech. (2001), vol. 447, pp. 1–29. c© ...
www.itg.cam.ac.uk/people/heh/Paper164.pdf9 Mar 2004: Some test cases were also run with a direct solver for theblock tri-diagonal system. ... other runs with small C, as an additional test of the predictivepower of the numerical code and the SW approximation.
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