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6 Oct 2005: 3. Testing Procedure Testing procedure was similar for both IT04 and IT06 tests. ... 10. 0. 10. 20. g. Time(s). TEST IT04. FLIGHT 1. Scales: Model.

6 Oct 2005: This chapter presents results from dynamic centrifuge tests on three difference MSW landfill. ... Table 1.4 Simulated earthquake loadings in test IT07, prototype scale [model scale].

23 Nov 2005: This flow bypass effect can reduce the overall mass flux. Comparison between the one-dimensional column and two-dimensional tank test results show that the flow bypass resulted in a

24 May 2005: the study to avoid damaging the RF probe. Experimental apparatus. The test beam. ... Tests showed. that eight-yarn bars had a tensile strength of 2380 MPa.

18 May 2005: and specific in situ test results. This thesis identifies and, where possible quantifies, the.

24 Feb 2005: Tests are also. reported for a pull-out specimen in which the images. ... Concrete. Aramid reinforcement. Concrete specimens. Compression tests to generate fractures. Pull-out specimens.

10 Dec 2005: from Germany, particularly Mautner and Abeles, brought skills andknowledge of tests carried out in France and Germany. ... Figure 2), and also described the test carried out about 5 years before, in Germany, on a.

24 Feb 2005: forced concrete samples can be imaged, while the third5. reports on tests on a reinforced concrete beam loaded. ... and some of the other images is an artefact of the test.

17 May 2005: Packaging. Displacement controlled static packaging tests werecarried out vertically in an INSTRON testing machine. ... Fig. 14 Localization of deformation in the verticalpackaging test. The finite element simulation results for Config VIII–

26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.