Search
Search Funnelback University
- Refined by:
- Date: 2001
81 -
100 of
157
search results for katalk:PC53 24 /
where 0
match all words and 157
match some words.
Results that match 1 of 2 words
-
Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 Aug 2001: respectively, for the complex Fourier analysis’. (c) I- 24 Fourier descriptors. ... 64 -56 -48 -40 -32 -24 -16 - 8 0 8 16 2 4 3 2 40 4 8 5 6 6 4. -
Fields_status.txt
https://people.ast.cam.ac.uk/~xmmssc/xidops/latex/ssc-cam-tn-0005-1/node6.html27 Feb 2001: fieldname:GO;Xray Source List;list;expt.;25;52;24;41;57:Xray Image,25,52,24,41, 57:ApmCat:DSS Images,gen1,poss2 r,poss2 b:WFC ... appropriate. The bands are: 25: 0.2 to 0.5 keV, 52: 0.5 to 2 keV, 24: 2 to 4.5 keV, 41: 4.5 to 10 keV, 57:? -
; NAME: ; background ; PURPOSE: ; This function ...
https://people.ast.cam.ac.uk/~xmmssc/xidops/docs/idl/background.html27 Feb 2001: Last modified: Tue Feb 27 12:07:24 2001. -
3–1 3 Basic concepts fortwo-dimensional NMR ���� ,QWURGXFWLRQ The ...
https://www-keeler.ch.cam.ac.uk/lectures/2d_a4.pdf1 Feb 2001: 3–1. 3 Basic concepts fortwo-dimensional NMR. ,QWURGXFWLRQ. The basic ideas of two-dimensional NMR will be introduced by reference tothe appearance of a COSY spectrum; later in this lecture the productoperator formalism will be used to predict the -
A Thermally Controlled TestChamber for Centrifuge and Laboratory…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf17 Aug 2001: After 24.5 hours the compressed air supply was turned off, resulting in a slow butsteady increase in the inner tub temperature over the next 25 hours. ... TlwrrtumS 40 30 20 10 0 -10 -20 90&tuntton 37 24 15 9 6.5 3.2 1.8 1.0'SatlJntion Moillure calbrlt -
i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf17 Aug 2001: po-YE 36 -. i 3 2 -& _t _P-I0, 24 -:: -. --- __l_-_-----.--.l_. - -._.->. /. Technical Report No. CUED/D-SoiWTR288 Sharma I.,. ... it will not produce. 1 1. hm,=. o:(l+ e) (24). The co-efficient of volume change depends on the void ratio as well as the -
Analysis of Earthquake Motions
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf17 Aug 2001: Station N-S E-W U-D Epicentral DistanceARC 0.92 0.41 0.35 35CNA 0.77 0.41 0.24 105BUR 0.44 0.31 0.2 130. ... respectively. 24. (N-S). (E-W). (U-D). Figure 3.4.3 Wavelet analysis of ARC signal. -
LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf17 Aug 2001: 24. Critical state soil mechanics associates rapid geotechnical disasters with soil on. ... 25. Leonards. G.A. (Ed.) (1986). “Special issue on Dam failures.” Engineering Gcoo:,24( 1-4). -
Basis_Quante–
https://www-keeler.ch.cam.ac.uk/lectures/quant_a4.pdf1 Feb 2001: These details aresummarized in the diagram below. 2 J122 J1213 24 12 34. ... 1–24. The corresponding equation for cβ is found by left multiplying by 〈β|. -
Neurocase(1999) Vol. 5, pp. 379–406 ©Oxford University Press 1999 ...
www.memlab.psychol.cam.ac.uk/pubs/Simons1999%20Neurocase.pdf12 Jan 2001: Neurocase(1999) Vol. 5, pp. 379–406 Oxford University Press 1999. PREVIOUS CASES. The Auditory Agnosias. Jon S. Simons and Matthew A. Lambon RalphMRC Cognition and Brain Sciences Unit, Cambridge. Auditory agnosia refers to the defective -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 Aug 2001: 40. Distance /m. I. 6 0. FIGURE 24 PREDICTED CO.NTOURS OF SORMALISED cONCENTMTIONAFTER 16YEARS. -
Easter2001
https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/17/3.pdf4 Jul 2001: Creditors: Amounts Falling Duewithin one year 9 (25.75) (24.43) (21.00) (27.17). ... 25.75 24.43 21.00 27.17. 10. PROVISIONS FOR LIABILITIES AND CHARGES. GROUP. -
Crystal Structure of the SMC Head Domain: An ABC ATPase with 900…
https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/TmSMChd%20JMB%202001.pdf20 Feb 2001: J. Appl. Crystallog. 24, 946-950. Laskowski, R. A., Macarthur, M. W., Moss, D. -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 Aug 2001: 1 5 01. ACCs 7 max=24.59. 1258 $j min=-27.760 0.05 0.1 0.15 02. -
Basis_Quante–
https://www-keeler.ch.cam.ac.uk/lectures/quant_letter.pdf1 Feb 2001: These details are summarized in thediagram below. 2 J122 J1213 24 12 34. ... 1–24. 1.6.1.2 Ensemble averages; bulk magnetization. In order to compute, say, the x-magnetization from the whole sample, it isnecessary to add up the individual contributions -
Extracting pattern from scattereddata - applicability of artificial…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf17 Aug 2001: Extracting pattern from scattereddata - applicability of artificial. neural networks to the interpretationof bearing capacity data. bYby John D. McKinley. CUED / D - SOILS / TR.299 (1996). Extracting pattern from scattered data - applicability of -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: centrifuge model earthquakes. Ph.D. Thesis. Cambridge University, U.K., pp. 24-39. Pilgrim, N.K. -
��������� �� �������������� �������� � ��� �����…
mi.eng.cam.ac.uk/reports/svr-ftp/tuerk_tr402.pdf1 Mar 2001: "#$%&(')#,-!&! /01. 24356798;:<=3?>-3A@CB06-D-E4FHGJILKANMPO9QRSGJQUTRKAV4WYXZ[. 79]-8P6-_8Pba_ccd. e f4]-8PgihE7kj%D-gml798PnPgmo"bpqDE0gD79798PgiDE,rJ79s_8;o;ft7&Duo5 8P6-fvsgiDEowB0Dx=)ow8;7979oe fy]-8zgihE7 eN{ aHd9|}. pqDE0iDh. -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 Aug 2001: the advection-dispersion equation. The dispersion coefficient is given by:. DL = 0,: a,V (24). ... distribution of total copper respectively, while figures 23, 24 and 25 show the corresponding. -
https://people.ast.cam.ac.uk/~rgm/apmcat/cds/apmcat_eo319_240000P00000…
https://people.ast.cam.ac.uk/~rgm/apmcat/cds/apmcat_eo319_240000P000000.list10 Mar 2001: 1: 24 0 0.00 0 0 0.0 Coordinates (J2000) Rmag Class Sigma Ellipse parms Bmag Class Sigma Ellipse parms (a,e,phi) No. ... 59 59.92 -0 1 57.6 17.80 -1 2.59 7.4 0.20 24 19.35 -1 0.76 7.0 0.11 13 17.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
- Economics assesment |u:www.conservation.cam.ac.uk (31) · moments ago
Recent searches
Your search history is empty.