Search
Search Funnelback University
- Refined by:
- Date: 2001
81 -
90 of
194
search results for TALK:PC53 20
where 0
match all words and 194
match some words.
Results that match 1 of 2 words
-
4–1 4 Coherence Selection: Phase Cycling and Gradient Pulses ...
https://www-keeler.ch.cam.ac.uk/lectures/phasen_letter.pdf1 Feb 2001: 4–20. phase cycle it in such a way as to select a particular value of p. -
Comparison of VISTA with other Wide Field Imaging Facilities
https://people.ast.cam.ac.uk/~rgm/vista/vista-surveypower-srd-20000701.html18 Feb 2001: 12kx8k. 0.20. 0.33deg. 3.4. 1999. ESO 2.2m. ESO. 2.2m. 8kx8k. 0.24. ... 0.44degx0.44deg. 0.20. 2.27. -. 2003-Q1. INT CIRSI. UK. 2.5m. 2kx2k. 0.45". -
From superstrings to M-theory - public lecture | University of…
https://www.cam.ac.uk/news/from-superstrings-to-m-theory-public-lecture20 Aug 2001: Share. Published. 20 Aug 2001. Search news. Sign up to receive our newsletter. -
Produktopera–
https://www-keeler.ch.cam.ac.uk/lectures/prodop_letter.pdf1 Feb 2001: Thesecan be very labour saving. 2–20. 0XOWLSOHTXDQWXPFRKHUHQFH. 2.9.1 Multiple-quantum terms. In the product operator representation of multiple quantum coherences it isusual to distinguish between active and passive -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 Aug 2001: 0,’ = (q’ 20,,‘)/3 (4). The Youngs modulus is given by,. -
Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 Aug 2001: 2 2 , I. %G 0 ACC 2. - 2 20 2 4 6 8 1 0 1 2. -
Easter2001
https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/17/3.pdf4 Jul 2001: At 1 October 1999 20.90 3.82 0.35 3.85 28.92. UCLESLand and Buildings Plant and. ... 12 1.05Accruals and deferred income 15.93 11.86 14.60 11.20. -
One-Dimensional DOSY
https://www-keeler.ch.cam.ac.uk/publications/onedimensionaldosy.pdf23 Nov 2001: For both spectra, the contour lines correspond to 1, 2, 5, 10,20, and 50%. -
TR307
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf17 Aug 2001: If it was decided to plan a series of up to 50 tests, about 20 litres of soil would be closely affected by each test, which is a prototype volume of -
TR305
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR305.pdf17 Aug 2001: On the other hand a trench 20 to 30 feet deep with unsupported vertical sides can be excavated in stiff plastic clay.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.