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TerryAndersonKeynoteCambridge2007
https://www.vhi.st-edmunds.cam.ac.uk/system/files/documents/2007-Terryandersonpaper.pdf19 Oct 2007: American Journal of Sociology , 78, 1360-1380. Granovetter, M. (2004). The impact of social structure on economic outcomes. ... Journal of Economic Perspectives, 19(1), 33-50. Retrieved May 2007 from. Anderson Cambridge Keynote - page 15. -
RCCAWolfson0607
https://www.wolfson.cam.ac.uk/sites/default/files/2018-08/rccawolfson0607.pdf15 Nov 2007: An audit includes examination, on a test basis, of evidence relevant to the amounts and disclosures in the financial statements. ... Freehold buildings (including the cost of renewals) are depreciated on a straight line basis over the expected useful -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf11 Jul 2007: Two different yield criteria were considered in Ref [16] both of which approximate observed results from tests on standard monolithic specimens. ... section. Using fc in lieu of Neilsen’s use of the compressive test strength (fcu ) the reinforcement -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: The test program was designed to examine the effectiveness of spirals as lateral reinforcement. ... Fig. 9 shows the shear load test comparison for the cycled and the reference beams. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf11 Jul 2007: Thirdly, the program was used to predict the failure mode anderimental tests on concrete slabs. ... Values ranged from 0.87 in test A2 to 1.33 in test C2, with the range being between 1.04 and 1.33 for the first 11 tests. -
Loss estimation for reinforced concrete buildings: some problems
www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf11 Jul 2007: 1 INTRODUCTION Experimental studies with reinforced concrete structures demonstrate that to achieve the ductility that you plan to study, the experimental test pieces have to be designed very carefully [1]. ... Microzonation study). Casualty model. Loss -
In situ densification as a liquefaction resistance measure for bridge …
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coelho.html11 Jul 2007: Failure of these structures causes great economic losses, serious impediment to post-earthquake emergency operations and long-lasting disruption of social and economic life. ... Element tests were carried out to evaluate the performance of sand under -
doi:10.1016/j.epsl.2006.12.013
www.itg.cam.ac.uk/people/heh/Paper203.pdf22 Mar 2007: The number of poorlyconstrained parameters, limited data and the problems ofnumerical dispersion make it difficult to test theapplicability of assumptions inherent in the modelling. ... 1: using routines in TOUGH2 [19], 2: after [20] but adjusted for a -
g06-075 1215..1226
www.jiggins.gen.cam.ac.uk/pdfs/Wilfert2006genome.pdf10 Oct 2007: Since linked. markers are not mutually independent, we did not perform aBonferroni test. ... Instead, we used a threshold of p < 0.01 toaccount for the large number of tests. -
John Michael Hammersley JOHN MICHAEL HAMMERSLEY21 March 1920 — ...
www.statslab.cam.ac.uk/~grg/papers/jmh_biom.pdf31 Aug 2007: He returned to Oxford in 1959 as Senior Research Officer at theInstitute of Economics and Statistics. ... be producedto order and if so how; can they be recognised and can we test that they are not im-posters?
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