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25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... Test. Predict. (a) (b). Load-dis. profile - C3-30-75-20-125. 0. 200.

26 Mar 2010: Test beam inside scanner. • Test frame must be non-magnetic. • ... RF probe. Loading jacks. Reaction frame. Watertank. Beam. Forming composite structure image Test procedure• Water tank filled• Beam loaded by external hydraulic.

26 Mar 2010: The reinforcement used in the cylinder tests was made from Kevlar 49 aramid yarns [15]. ... The test frame was made from nylon bars and polycarbonate sheet, with twisted aramid yarns as the tension elements.

19 Oct 1999: a) Tension test. 0 0.01 0.02 0.030. 5. 10. 15. 20. ... 25. x (1/mm). Mx. per. unit. wid. th (. kN). (b) Bending test.

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

22 Mar 2010: the question remains about repeatability. To test this, tests. Table 4 Creep gradient values at each temperature step of SIM70-01-01. ... times of SIM tests at 70 and 50% ABL, respectively. Figure 21 shows stress-rupture test data obtained from.

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.

22 Mar 2010: Test No. No. of Tests Temperature. (-C). Time Duration. (h). TTSP70-01 2 25 16. ... TTSP70-05 2 100 8. Table II Testing procedure for70% ABL. Test No.

13 Nov 2003: The experimental tests demonstrated that reinforced concrete beam-and-slab decks might be capable of carrying additional load beyond this point. ... Post-test NLFE analyses were also carried out using more rigorously defined tension stiffening curves as

17 Apr 2001: The work carried out on this test specimen included the preliminary analysis, its construction and assembly, and a series of tests performed during both the non-composite and the composite stages. ... An advanced three-dimensional finite-element model of

27 Oct 2004: The test series. involved 4 saturated tests and their general configuration is presented in Table 1. ... Figure 6 shows. the post-test observations for tests BG-02 and BG-03.

30 Sep 2002: However, experiments and full-scale load tests confirm that bridges are often able to carry loads well in excess of the theoretical capacity calculated using this approach.

10 Nov 2003: A series of tests on reinforced concrete continuous deep beams was performed to aid in the development of such models. ... Present codes of practice (ACI 318-89 and CIRIA Guide 2) for continuous deep beams showed little agreement when compared to test

21 Jul 1998: Several tests were carried out on this one-way actuator, both in the one-disk and three disk configurations. ... Working torques used in the test varied from -0.2 Nm to 0.62 Nm.

7 Nov 2003: Modal tests are carried out on the mast to establish the variation of modal parameters with prestress levels, input force amplitudes, and gravity orientation. ... The dynamic model is validated against the experimental observations from the modal tests.

13 Nov 2003: Tests on the length and shape accuracy of the mast have also been performed and recorded. ... Collectively, these tests showed some important characteristics of the proposed mast.

23 Sep 1998: To provide a basis against which such theoretical models could be validated, a series of tests on concrete prisms, with and without steel reinforcement, and strip-loaded through rigid plates, was ... The method was shown to be capable of predicting both

27 Sep 2002: This involves looking at the effect of uncertainty in non-destructive test methods on the decisions made with relation tobridge safety and also on bridge maintenance and repair actions.

10 Nov 2003: A series of full-scale tests has been carried out on three double-layer square-on-square space trusses including two non-composite and one composite truss. ... A series of tests was also carried out on CSF nodes and splices in order to develop a

27 Jan 2009: The sand used in all these tests was dry. Leighton Buzzard sand 52/100 (nominal grain size 0.225mm) was used for one of these test. ... tables 6,8 and 10a,b, for tests AM-1,AM-2 and test AM-3 respectively.

12 Dec 2003: Analyses of the deployment moment, buckling moment and. stiffness are made and then compared to experimental tests. ... measured from experimental tests. A review of damping methods used in deployable structures and their applicability to structures with

10 Aug 2004: Gravity Compensation of Deployable Space Structures. Annette Fischer. Abstract:. Gravity compensation suspension systems are essential to support space structures during tests on Earth, but also impose constraints on the structures that ... A

3 Nov 2010: These tests have included a series of half-scale beam-and-slab bridge tests funded by EPSRC and the Highways Agency and 20 scale models of concrete bridges.

25 Nov 1998: line through the large quantity of test data in the literature has also a slope of approximately 1.5. ... The most obvious explanation of the difference is that the open-topped shells in the present study are Ôstatically determinateÕ, whereas the usual

12 Aug 1998: Hudson tests Kite tests Test No. H1 H2 H3 H4 K1 K2 K3 K4 Ptest (kN) 29.2 28.3 27.9 19.0 23.4 23.5 24.1 ... 1.05 1.18 1.28 Collins tests Antill tests Test No.

30 Jul 2002: A physicalmodel is built to analyse the feasibility of the concept and to test various deploy-ment schemes. ... A physicalmodel is built to analyse the feasibility of the concept and to test various deploymentschemes.

13 Nov 2003: In order to illustrate the accuracy of the present model, a series of compression tests on concrete specimens with either single spiral or interlocking spirals were carried out, and good consistency

10 Nov 2003: behaviour. Quasi-static and dynamic tests show significant non-linear coupling between piezoelectricity and the applied stress.

10 Nov 2003: Expansive cement anchorage system was used to grip the tendons. Using this anchorage system, a tensile test was carried out to determine the efficiency of the system and thus set a

10 Nov 2003: The theoretical predictions are validated against the results of laboratory tests on reinforced concrete slab models, with limited lateral restraint stiffnesses, subjected to uniform or simulated uniform transverse loading.

10 Nov 2003: Predictions of the tensile strengths of parallel-lay ropes were obtained by putting this yarn data into the model and the results compared with rope tests.

17 Nov 1998: shells. The work begins with the simpler case of the cylindrical shell and encompasses tests on a range of simplified models that have been proposed in the literature, but which have

10 Nov 2003: Using the Kevlar 49-on-aluminium abrasion tests performed here, a general formula has been devised for lifetime, in terms of contact pressure, amplitude of slip and thickness to be abraded.

30 Nov 2007: ACI Structural Journal, 89(1), 13-19. 1992 A design-build-test project on bridge erection. ... 1992 A design-build-test project on bridge erection. In 'Education for Structural Engineering', ed.

16 Mar 2005: Where available, model test solutions have also been used as benchmark.

6 Aug 2008: There is also a Structural Design Course, in which you will design, build and test to destruction a framed structure, and an Exposition class, which is aimed at making engineers better

10 Nov 2003: Deployment tests are carried out on a 2.3 m cable-driven retractable Rigid-Panel Solar Array.

25 May 2001: Every space structure must undergo an extensive ground validation test program to ensure in-orbit reliability and performance in space. ... In order to obtain reliable predictions for the behaviour of a structure in space, it is therefore necessary to

9 Jan 2004: The SIM method seems promising as it shows repeatability when a number of tests are carried out.

23 Sep 1998: Tests on a 3.48 m diameter models have demonstrated the feasilibility of these concepts.

10 Nov 2003: routine against test results.

13 Jul 2005: To ensure the most efficient use of limited economic resources, it is important that such actions are only undertaken on those bridges which actually need intervention.

10 Mar 2005: A set of reference results for evaluation of the IR-welded samples is created from tensile tests of parent material single-ply and oven moulded single, five and six layer samples.

10 Nov 2003: number of expensive physical model tests that are currently required.

9 Aug 2004: There could be significant economic consequences if these structures cannot be strengthened as the only other options are weight restrictions or complete replacement.

5 May 2005: This increase has been based on the flexibility and better economic performance offered by venues featuring retractable roofs compared to those with traditional fixed roofs.

31 Jul 2008: the predictions obtained with experimental test data.

2 Feb 2005: An analysis of the deployment of the array was done using ProMechanica and compared to video footage taken of deployment tests.

22 Jun 2009: process of a double packer test, corresponding types of laboratory tests have been performed. ... The results indicate that while the peak cavity pressure increases with the confining pressure in both types of tests, it increases with injection rate only

17 Aug 2001: The test. procedures roughly followed the same steps reported by Evans et al. ... open. 2. 3 Sequence of operations during test. Test CBLCl was conducted on Wednesday 21st.