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18 May 2007:  (10). V. Verification Test Cases. V.A. Experimental Validation of Viscoelastic Subroutine. ... The structure was inflated five times to a very small differential pressure before the test series started.Additionally, two tests were carried out

9 Sep 2014: social and economic sustainability and tertiary impacts, and the lack of transferrable. ... sustainability assessments which improves existing sustainability assessment. methods by incorporating social and economic sustainability as well as providing.

10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!

11 Jul 2007: concrete control specimens to get theory to agree with the results of tests on structures. ... Plots of load against central deflection for Kiilu’s tests are given in Fig.

5 Jul 2001: Extensional Stiffness of Tape-Spring. Dead band caused by play in test set-up – now fixed although no results. ... Redesign of hinge based on data. New automated set-up to be used to obtain peak moment and test hinges of different sizes.

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.

5 Apr 2007: American Institute of Aeronautics and Astronautics. V. Compression Tests. Compression tests on thin composites are notoriously difficult, as the failure mode of interest is fibremicrobuckling but other test-dependent failure modes ... Instron cross head.

28 Feb 2003: cylinder test.3. Thus, f C differs from the concrete. strength found in design codes. ... 7. NANNI A., BAKIS C. E. and BOOTHBY T. E. Test methods for.

17 Aug 2001: Numerical modelling of centrifuge tests requires certain special considerations apartfrorn careful calibration of the constitutive model parameters using triaxial test data.Some of the special considerations which lead to better predictions

9 Nov 2001: Material Test=tendon Dead end Live end f cu: MPa. N b3 N b3. ... presented here. This would suggest that a fairly com-. prehensive test programme would need to be carried.

22 Mar 2010: The Reinhardt 1985 model gives a range of values quoted inTable 1 to be expected from tests but does not give a method forpredicting the exact value without doing a test. ... Struct., 184, 287–290. RILEM Committee 89-FMT. 1991. Fracture mechanics test

22 Aug 2001: preliminary internal report for the purpose of generating such funds. In this report results from 1 wo centrifuge tests BET- 1 and BET-2 (Boundary Effects Test). ... the moment loading simultaneous iy in a direct shear box test, Stmud (197 1).

22 Aug 2001: 1 3 Exposed section of clay on the ‘Horizontal’ fracture surface in Test. ... Figure 14 shows cross-sectionaldetails of the set adhesive from test CYC 10.

26 Mar 2010: The exact σ -w relations of a given concrete can only be known from direct uniaxial tensile tests. ... 11] Bažant, Z.P., “Choice of Standard Fracture Test for Concrete and Its Statistical Evaluation”, International Journal of Fracture, 118, 2002,

22 Aug 2001: This is a morecommon test - the undrained triaxial test with pore pressure measurement. ... People whoperform triaxial tests will find that 1:his is not a difficult way to plot their test data.

11 Jul 2007: and Kiat, C. H., “Test of a 14-column irregular flat-plate floor”, Research. ... N., Irawan P. and Kiat, C. H., “Test of a 7-column irregular flat-plate floor”.

21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7.

17 Aug 2001: therefore relatively small. Test NP18 differed from the other tests in that seepage had. ... 6” slopes suffer greater deformation than the steeper 18” slopes. (g) The depth of flow recorded by Test NP16, Figure 9, is typical for Series C tests.

17 Aug 2001: obtained from Essex (Samuels, 1975). Acid-base titration tests were also carried out. ... test,. 2. modification of the reception corner of each hinge attachment for cyclic tests,.

20 Jan 2012: floatation. Centrifuge tests conducted at the Schofield Centre of the University of Cambridge have established the risk of buoyant circular underground structures in loose saturated sands to floatation. ... Keywords: underground structures, floatation,