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19 Mar 2010: To test for case-control differences between groups, distributions were firsttested for normality, and generally a Wilcoxon test wasused. ... To test forhip fracture case-control differences, repeated-measuresMANOVA was used with and without age

3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment. ... γ factors as low as about 0.20 arepresent

14 May 2002: Simple equilibriumconsiderations lead to relationships between the tension inthe middle of cord i, Ti, the sag of cord i, si, and the sagof cord i 1, si1, etc. ... This test confirmed a conclusion already reached bySeffen et al. (2000), that an advantage

11 Jul 2007: These relations can be found in and have been verified using published test data in [8]. ... Again, the structure but not the loading is symmetric about the middle support.

3 Aug 2011: Bagi[13] also observed this effect in 2D simulations of a uniaxial compression test, showing data which. ... For example, Head [2] suggests minimumratios of 5, 6, 10 or 12, depending on the nature of the laboratory test.

8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test.

31 Aug 2001: Is this because thetechnology is wrong? Are the economics wrong? Are engineers too conservative? ... There will thus need to be research before economic designrules can be introduced.

20 Jul 2004: It is also unlikely that AFRP or CFRP will be economic for flexure. ... Bent pultrusions, however, will never be economic. 4.4 Internal confinement for compression.

22 Mar 2002: thickness of the membrane. Values between 1% and100% of the thickness have been used, considering dif-ferent imperfection magnitudes to test the sensitivityof the predicted response. ... Note that all of these modes closely resemble theexpected wrinkled

11 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

27 Mar 2010: Figure 14. Variation in tendon force during ultimate load test. After the beam test, portions of both tendons were subjected to direct tension tests; both achieved strengths of 625 kN, which ... The test further shows that the use of FRP to make

21 Mar 2001: 5 Packaging and Deployment Tests 345.1 Zig-Zag Folding. 365.2 Wrapping. 375.3 Folding Machine. ... Figure 4.7: Hub connection between hub and membrane. Chapter 5. Packaging and Deployment Tests.

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–

22 Aug 2001: The displacement of the model container and the block building models during centrifuge tests. ... S c a l e s : Model. TEST _, FIG.NO.MODEL M G - 1.

2 Aug 2011: Further details ofthe experimental set-up are described by Cheuk 2005. Test Materials. ... The soil densityvaried by 1.5% ensuring repeatability. Test Program. A series of four tests involving two grain sizes and two relativedensities 30 and 90% was

20 Mar 2012: 12(b). At test waypointD, the patch is considered to be at the origin of the plot ofrelative displacement. ... φ φ mob cs. Overestimated mobilisationof strength. Curved peak strengthenvelope. Overestimation of peak strengthenvelope using tests

19 Jan 2001: Adhesive-bonded beamsThe goal of the adhesive-bonded tests was to determine the. ... 9). Experimental methodologyThe AFRP tendons were prepared to suit the particular test se-.

21 Mar 2001: 293.10 Unstressed rib shape. 31. 4.1 Schematic top view of test article. ... 404.9 Schematic layout of tension test on membrane strip. 434.10 Tension tests on membrane strips.

17 Aug 2001: 1 2 NEW SAND POURING TECHNIQUE. 12.1 Introduction12.2 Preliminary tests. 12.2.1 Initial designs12.2.2 Sand base layer12.2.3 Test with spreader apparatus / friction problem. ... Every other aspect of the tests were identical. Severe pockmarking

28 Nov 2013: test (SPT) data, is shown in Figure 3. The SPT N60 values were. ... However, it. might reasonably be supposed that ML tests would last 3 days.

22 Mar 2010: lowest upper bound. He has conducted many tests to. show that, despite being an upper bound, his predic-. ... middle strips’, but these requirements are designed to. prevent early cracking of the slab and are not required.

21 Aug 2008: q q. V V. H H. M M. /,. /,. /,. /m. axul. tul. tul. t. Soil triaxial test. V w–. H u–. ... Disconti-nuities in tangent stiffness provide the sternest test forpredictions based on self-similarity, such as by using MSD.

11 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.

9 Nov 2001: models32 etc. The code rules are mostly based on a set of tests. ... Would. such a bridge be economic? It is made from a rectangular block.

11 Jul 2007: He has conducted many tests to show that, despite being an Upper Bound, his predictions are sufficiently close to the true collapse load that they can be used as the basis ... The values of the moment capacity determined by Collins from material tests

14 Feb 2003: Twotypes of vibration tests were carried out: (i) a linearidentification test using slow sine sweep and constantsine excitation, and (ii) a nonlinear identification testusing slow sine sweep excitation. ... A Polytec PSV300scanning laser vibrometer was

22 Jun 2003: Of the seven embedded wall tests, one test was. test using a rough wall. ... consistently, but this test serves to illustrate the detrimental effects of placing poorly.

12 Nov 2003: These systems can host test structures ofalmost unlimited size even when motion exists. ... disadvantage.However, the range of possible dimensions of test articles is almost unlimited.

17 Aug 2001: measured in laboratory test JMEK07, an experiment on E-grade Kaolin clay spiked with. ... measured in laboratory test JMEK07 superimposed. In figure 13 the final distributions of both.

28 Feb 2003: the bottombase. The middle module is rotated counter-clockwise through the same angle. ... To test the manufacturing and deployment procedures,four demonstrator masts were built at various stages inthe development process.

12 Oct 2006: Vaterland 1, Oslo. Vaterland 1 is one of several test sections on the Oslo SubwaySystem. ... The writers show thatthe undrained DSS test gives good displacement predictions.Since triaxial tests are more commonly available in practice, fur-ther

23 Feb 2006: 5.1.1. Initial imperfections. Many different combinations of eigenmodes and scal-ing factors were considered to test the sensitivity of the results of the detailedwrinkling analysis. ... Because the wrinkles can most easily reorganise themselves in the

6 Jan 2004: Results in the middle band of stresses were broadly as expected, but the low stress test on sand G in the simple shear appar- atus and one of the high stress ... IMPLICATIONS FOR FIELD TESTING Although the foregoing has been concerned. with the collation

12 Oct 2006: Load test results from jacked pilesinstalled closer than this recommended minimum spacingare presented. ... Fig. 1. Maintained load tests on square and circular cellfoundations! "! #. $ %#&. '&(). (%. &(. , (. (-. $ '. Fig. 2. Ground conditions at test

2 Jul 2007: The test shows that the stronger the material was the more tensile force we could apply. => ... The middle is an obvious choice as it is furthest away from the supports.

7 Jan 2004: Table 1Details of centrifuge tests. Test code Depth of clay (mm) Reinforcement Wick drains. ... three tests is shown in Fig. 2(b). The following correlation between the peak vaneshear strength measured by the miniature vane shear apparatus, the vertical e

15 Aug 2006: Also the stress path, i.e., therelationship between the different components of the effectivestress, is an interesting result of an undrained test, whereas it isusually imposed in dry tests. ... The result of an undrained test can, in principle, be

15 Oct 2003: Its originality lies in two. main points: firstly, we use original test conditions. ... a few tests (e.g. test no1 for dry sugar at ε̇a = 0.16 %/sec).