Search

31 Mar 2004: In this work, a series of dynamic centrifuge tests were performed on a rigid foundation supporting a containment structure. ... The model test data obtained from the present centrifuge tests can be used to improve the design of the foundation of a high

20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... 6]. Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition, Willey.

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 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved. ... Distinct soil failure zones were identified at the end of the tests, i.e.

8 Jul 2004: Fibre-reinforced-polymers versus steel in concrete bridges: Structural design and economic viability. ... Thus if a bridge is to be repaired the speed rather than the material cost is of economic importance.

19 Oct 2004: This loading was followed by a static shear test with low moment at the hinge position. ... the cyclic imposed–deformation tests, and the residual shear strength was appreciably greater.

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.

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

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

5 Jul 2004: The DEM crushable soil was made of numerical agglomerates. Element test data was produced that covered a large range of stresses and densities, using five constant-value micro-parameters. ... Modelling the statistical strengths of these agglomerates

12 Oct 2004: shear stress. In many centrifuge tests, neither apply. Therefore shear stress is evaluated. ... curves/element test data, and is apparently better at smaller (< 0.05%) strains.

31 Mar 2004: Accelerated ageing tests using elevated temperatures were therefore conducted up to 3 months, to investigate the various physicochemical characteristics of both un-aged and aged treated soils. ... In freeze-thaw durability tests some multiple-contaminant

20 Jul 2004: Test No. No. of tests 5hrs 5hrs 5hrs 5hrs 5hrs. SIM70-01-01/02 2 25 40 60 80 100. ... Two tests were carried out at each test number; to distinguish them the following identification was used:. •

2 Feb 2004: After the consolidation period in each test, in-flight vane tests were carried out to measure the actual clay strengths achieved. ... After the vane tests had been carried out, the load test for the pile or pile group began.

6 May 2004: Bending Tests. The aim of the bending test is to determine the smallest radius of curvature that a particularspecimen will survive without failing. ... When this happens, the test has to be repeated with a shorter specimen.

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.

7 Jul 2004: The measurements from two nominally identical tests, both beginning with the rotation set. ... Table 3.1: Parameters for Schultheiss (2003) deployment test. Root Hinge Panel-Panel Hinge.

22 Nov 2004: Batch and flow-through leaching tests were employed to access the effect of the binder and bioaugmentation treatments on heavy metal leachability under varied test conditions, over a 28 days test ... Results show that binders were able to reduce metal

29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads.

10 Jan 2004: differences. A series of test cases are presented, whose results agree with previously. ... plates. An initial example is investigated to test the optimization code, written in Matlab.