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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.

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.

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.

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

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.

9 Apr 2004: Yee and Pellegrino [3] have shown that these lami-nates are able to survive larger bending strains thanthe ultimate failure strains that are measured fromstandard coupon tests in pure tension or ... The most direct approach is to model these lami-nates

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.

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

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.

7 Jan 2004: Table 2. Details and results for the filtration tests. Test Material tm: min ó: kPa wg wc df : mm tf : s kc 3 106:m=sÿ1. ... In. test G27 and later tests, electronic instrumentation. measured the displacement of the consolidometer pis-.