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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.

22 Jun 2010: The target contaminant is methyl tert butyl ether (MTBE), a popular gasoline additive in the past three decades, which gives the water an unpleasant taste and odour at 20 µg

12 Oct 2010: Much research has been carried out over the last 20 years, but the take-up by industry has been very slow.

26 Mar 2010: is aligned• Field must be very strong (2 Tesla – 20,000 times.

26 Mar 2010: Time [log10 (hours)]. Stra. in. [%]. 10-01. 20-01. 30-01. 40-01. 50-0155-0160-0165-0170-01. ... 2. Time [log10 (hours)]. Stra. in. [%]. 10-02. 20-02. 30-02. 40-02.

26 Mar 2010: GCI is assumed to be 0.15 N/mm for the 20 mm crushed aggregates used in the tests [3].

26 Mar 2010: found to be 0.42 mm and 140.0 mm respectively for Kevlar 49, and 0.20 mm and 128.0 mm respectively for Technora.

26 Mar 2010: Also shown are the responses for singly reinforced concrete with spacing of 20 mm and 10 mm. ... 20] Leung H.Y. and Burgoyne C.J., “The uniaxial stress-strain relationship of spirally-confined.

30 Mar 2010: 2 0 20. 20. 40. Residuals (decades ). Freq. uenc. y. ... Histogram. -2 0 20. 0.5. 1. Res iduals (decades)Pro. babi. lity.

27 Mar 2010: The characterisation was performed at different scales, from that of the approximately 20 micron-diameter fibres to an assembled rope of several hundred tons breaking load. ... The method should prove very useful for applications like offshore mooring

22 Mar 2010: H. P. J. TaylorFREng, PhD, CEng,FIStructE, FICEIStructE Past President,Chair BSI CommitteeCB/20 StructuralDesign Codes.

26 Mar 2010: as high as 20%.

22 Mar 2010: The manuscript for this paper was submitted for review and pos-sible publication on December 20, 2006; approved on August 27, 2007.This paper is part of the Journal of Composites ... N / mm2, maximum aggregate size,dmax crushed = 20 mm, and water cement

22 Mar 2010: which the test yarn passes 7/8 turn around a bar of 20 mm. ... study primary creep and the beginning of secondary creep. Five different stress levels were considered (10, 20, 30, 40,.

22 Mar 2010: aqueous solutions. 0 0.5 1 1.5 2 2.50. 10. 20. 30. ... 0 20 40 60 80 1000. 0.05. 0.1. 0.15. 0.2. 0.25.

3 May 2010: L=20, 25, 30, 35 and 40m. B/2=15, 20, 25 & 30m. ... Dep. th (m. ). 0. 10. 20. 30. 40. 50. B=60B=50B=40B=30.

22 Mar 2010: 385.28 m. 240.80 m53.65 m. 3.66 m. 6 %. 20.42 mWater level.

22 Mar 2010: specimen, which then enables the accurate strainimmediately after loading to be determined [20]. ... 0 0.5 1 1.5 2 2.50. 10. 20. 30. 40. 50.

19 Mar 2010: Number of subjects 35 33 22 18. Minimum age (yr) 20 20 62 63. ... Res. 20:1533–1542. 15. Hetenyi M 1946 Beams on Elastic Foundation: Theory WithApplications in the Fields of Civil and Mechanical Engineer-ing.

4 Aug 2010: under naturalexposure, showed that the corrosion products form two layers[20,37,38,44]. ... The center carbon steel segments were relatively shortin the order of 20–60 mm.

26 Mar 2010: inside the scanner; the whole beam was scanned in 70 mm lengths with about 20 mm overlap.

26 Mar 2010: they were 20 years ago and they are significantly higher than they were expected to be. ... Although beams can be analysed with elastic reinforcement the behaviour remains complex, so most formulae rely on analogues with the steel codes [20].

19 Mar 2010: Composite materials have been considered for use in structures. for more than 20 years. ... 20. 15. 10. 5. 0. Freq. uenc. y. 10 05 0 05 10.

27 Mar 2010: The specimen was initially stressed to 20% of the ultimate strength of tendons (120 kN each) twenty-two days after casting to allow the beam to be moved from the casting

22 Mar 2010: L2. 2. 3L2. 2. 5L2. 2. 7L2. 20 0 0 0 0 0. ... 100. 80. 60. 40. 20. 0. Load. : kN. /m2. 0 005 010 015 020.