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10 Nov 2003: B B Agyei. Abstract:. The research investigates the fatigue resistance of concrete beams prestressed with carbon fibre reinforced polymer (CFRP) tendons.

30 Nov 2007: 1986 - 1990 L.B.B.Peer Ph.D. thesis 1990 Water flow into unsaturated concrete. ... ACI Structural Journal, 87, 597-605. 1991 (Z.B.Mohamed & CTM) Shear strength of r.c.

20 Jul 2004: tc. tc. O. A A. A. B B. B. C B1. ... Cre. ep S. train. Time. B′. B. B ′′. B. C.

17 Sep 2001: Choice between two liquefaction hypotheses B. B Casagrande Buenos Aires. Even a dense sand if heavily loaded can liquefy. ... Reject both A and B. Sand yields, it is stable, on the wet side of critical states.

29 Mar 2004: A. B. B. A. (a) Flat. (b) Deployed. Fig. 2 Use of a shaped sheet A to form sheet Binto a singly-curved surface. ... Surface A. O. y. D, G. L. M. C. E. (b) Folded configuration.

13 Nov 2003: Water flow into unsaturated concrete. L.B.B. Peer. Abstract:. Physical and diffusion theories, used to describe fluid flow into dry and partially saturated porous media, are applied to concrete in

27 Mar 2010: b b b b. tg=5. hg=14hf=12. tf=1. 2. tg=5. hg=14hf=12. tf=1. ... 2. Bond 1-Section A-A Bond 2&4-Section A-A Bond 3-Section A-A Bond 5-Section A-A All specimens-Section B-B.

5 Jan 2004: B '. , ) ) < ) B ' ) ' # B ' ') ' B # = - - )') ' ' ( ' B ' # ' B ' '. 3F # ' '! & 33E.E. 75 cm. 180. cm. Rigid plate. ... $&"%$. # - < 7 ' - B #7 # ' B B - - '' < ' 7 , ) ) -) < " ' ' - < 7 ) ') - ) - B ). ' ' B. ' B - - ' B < -' ' ,)' B' ' , ,) ) < - '

24 Apr 2003: w. R. r1. π/2n. Rwrin-r1. θ. r. (a). (b). λ. 2A. ... A. B. B. C. C. (b). Figure 5: Wrinkled shapes for (a) T1/T2 = 1 and (b) T1/T2 = 4.

11 Jul 2007: b. h. h = 250 mm. h h. b b. b =140 mm d = 220 mm CF2, SB2 and SB4 belong to this category. ... h = 200 mm b =140 mm rsp = 57.5 mm d = 170 mm.

17 Feb 2006: A. B. B. A. (a) Flat. (b) Deployed. Figure 2: Use of a shaped sheet A to shape sheet B into a singly-curved surface. ... The required reflective surface is obtained by replacing sheet B with a rectangular sheet, see.

15 Feb 2005: horizontal loading of a rigid rectangular on the surface since the ratio l/B approaches zero. ... Broms, B.B. (1964) “Lateral Resistance of Piles in Cohesive Soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.

11 Jul 2007: At corners b will span round concave corners in circular arcs all of radius, r. ... It is straight forward to show that A=a 1.5.ω.r 2 and that B= b 3.ω.r.

17 May 2005: . N. M.  =. . A. B. B. D. . ... It is assumed that the laminate is symmetric B = 0,and is subject to pure bending and large curvature κx,i.e.

22 Aug 2001: Schofield, A.N.,(1981), Dynamic and EarthquakeProc. Recent Advances in Cieotech. Earthquake B. ... 4. -cc. b. B =Verticallypropagating Sh WavesBed rock motion. Slip along aFault plane.

8 Apr 2011: Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test. ... B. Section B Section B. Specimen with central steel. Specimen without central steel.

13 Sep 2000: them. (a) Extended configuration (b) Coiled configuration. Figure 1:The two equilibrium states. ... b) Symmetrical layup. Figure 11:Contours ofΓXY for the two layups. for zero global force.

6 Oct 2001: A. 0MPa B. 0.63MPa C. 5.58MPa. D. 0.59MPa E. 5.92MPa F. ... Particle Radius (µm). Virgin D10. Virgin D50. Virgin D10. a. Pile test, element B b.

17 Nov 2000: a). (b). (d). (c). Additionalmembers. Figure 4.2: New concept. 27. (a) (b). ... Figure 4.3: Hexagonal tensegrity module; (a) three-dimensional view; (b) top view.

22 Mar 2010: perature step ðBÞ can be found by two methods:. (a) by adding the thermal contraction, so B B þ B0B00,or. ... adjusted value, B:. Based on these results it was decided to have a minimum.

14 Feb 2003: An. A. A. B. B. C. C. η. ξw. Fig. 12 Wrinkle details for T1/T2 = 4. ... a) (b). (c) (d). Fig. 13 Shapes of membrane for T1/T2 equal to (a)1, (b) 2, (c) 3, (d) 4.

22 Mar 2010: 19. Strips a–a and b–b are parallel to. the x- and y-axes respectively, while u–u and v–v areat 458. ... To these must be added. the moments from a–a and b–b to give the total.

19 Apr 2004: σ. (11). The A and B stiffness matrices of CLT and are given by. ( ). ( ). ... grad gradK D D u uψ = = b b b b (23) where b is the unit vector in the direction of the derivative.

11 Jul 2007: a-a and b-b are parallel to the x- and y- axes respectively, while u-u and v-v are at 45. ... To these must be added the moments from a-a and b-b to give the total moment field, which must be compared with the moment capacity described above.

20 Mar 2006: shown) and (b) deployed. 22. 6 Elementary transformations between coordinate systems for a rod. ... A B. (b)(a). zC. CZ. zA. O. A. v1. rod 1.

22 Aug 2001: The. tests were preformed using cones with different diameters B in calibration chambers with. ... 40 60. Diameter ratio, D/B. (b). 80 100. Figure 14: Relationship between qc and diameter ratio, $$.

7 Jul 2002: Zone of highparticle breakage. 80 mm2.5 B. B. 0. 20. 40. ... Cumulative percent by volume. Virgin soil. Soil adjacent to pile. a) b) Figure 5.

16 Nov 2006: Amsterdam: Elsevier. Clough, G. W. & Schmidt, B. (1981). Design and performance ofexcavations and tunnels in soft clay. ... Géotechnique 43, No.2, 315 – 320. Peck, R. B. (1969). Deep excavations and tunnelling in soft ground.Proc.

14 Dec 2001: Stroud (1971) and Lee (1990) present data for Leighton Buzzard fraction B silica sand. ... B. h. ‘far’ ‘near’. 1.5Β3.5Β. Silica sandCarbonate sand. ‘far’. ‘near’. ‘near’.

9 Apr 2004: 1(b), in which case the edges of the tapespring are subject to tensile stresses. ... . N.M.  =. . A. B. B. D. . .

2 Apr 2007: 7 8 9. (b). 5 6 7. 9 10 11. 13 14 15. ... 13. 16. 1514. A. B. (b) Parent lattice realisation. Figure 7.

2 Aug 2011: Fig. 4(a) shows a stable boundaryXX between two adjacent zones, a and b. ... 5453 53. 54. 42. 41. 4039. Fig. 15. Contour map of varying under rough circular footingon sand with no surcharge: (a) B 0.4 m; (b) B 1.42 m;(c)

20 Mar 2012: Rel. hum. idity. : %A. A. A. A. A. B. B. ... B. B. B. C. C. C. C. C. D. D. D.

5 Jan 2004: B,. S. B,. B. d50, etc:. (4). where D and S refer to the geometry of the test(D is the container diameter, and S is the distancefrom the nearest wall ... D/B: container size effect. S/B: side boundary effect in rectangular container.

18 Jan 2006: Test CDTest FDPipe. B. B. C. A A. C:. Pipe displacement, v=1mm. ... v=3mm (peak resistance). v=7mm. Key:. C. B:. A:. Figure 5. Incremental vertical movement above the pipe centerline.

17 Aug 2001: spudcan penetration vSpUD divided by spudcan diameter B. In Figures 8(a,b),. ... moment-rotation responses for the spudcans, where Ahi/B is the change of.

22 Aug 2001: 6 6 04 1iT dural base plate. r u b b e rm dural. ... msec]. 2. OZ. - 2. Max=1 6.6. Ml=-17.0. Mox=B. 1.

23 Feb 2006: 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d). ... B. B. C. C. O. Figure 15. Wrinkled shape for T1 = 20 N and T2 = 5 N (amplified10 times).

3 May 2010: b) Work done per unit length of wall Figure 5 Unit work calculations. ... L=20, 25, 30, 35 and 40m. B/2=15, 20, 25 & 30m.

7 May 2002: unsaturated loamy sand and (b) two spills of DNAPL on saturated medium sand. ... b) 665-753 miD d) 1226-1313 miD. 180 180. 160 160. 140 140.

22 Jun 2003: A. trend of the maximum weekly pressures at integral backwall B from January 1994. ... observed during the monitoring period. Figure 4.4c Maximum weekly soil pressure at integral backwall B.

5 Jan 2004: 100. 50. 0. 50. 100. A. B′. B. C. D. Applied water pressure. ... 100. A. B′. B. C. D. Pressure decreasing. 150 100 50 50 100 1500.

21 Mar 2001: 12. 2.6 Projections of circular conguration onto (a) global plane; (b) localplane. ... β. (b). B. R. D. C. D. B CO. (a). 2 R.

7 Jan 2004: CRISP90 User's and Programmer's Guide, Vols. 1 & 3. Cambridge. University Engineering Department, UK.Broms, B.B., Chu, J., Choa, V., 1994. ... J. Geotech. Engng. Div. ASCE. 100, 763}786.Low, B.K., Wong, K.S., Lim, C., Broms, B.B., 1990.

20 Mar 2012: Mobilization strainA variety of b-values describe the stress–strain data of the. ... British Standards Institution (BSI), London. Burland, J.B., Broms, B.B., and de Mello, V.F.B.

6 Jan 2004: b,B” (18). Differentiating equation (18) with respect to 0. dT - = b, 2b,0 3b,0. ... K(A) = (b, b, A eb, A). C(A) = a (26, A $b,) (28).

5 Jan 2004: A L - TA B B A A{. Negative skin friction on pile foundations, predicted fromthe results of numerical analyses, is presented. ... 27, pp. 505 – 518. New York: ASCE. Broms, B. B.

5 Jan 2004: 50. σ f: M. Pa. b 5 20.357. b 5 20.343. ... 12, 2079 2102. Mandelbrot, B. B. (1982). The fractal geometry of nature.New York: Freeman.

17 Aug 2001: B.M. (MNm) Pile head displ. (mm)125 wks. later. 11.98. 10.03. 12.26. ... Test No. Average max. B.M. (MNm) Pile head displ. (mm)End of const.

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