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www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR330.pdf27 Oct 2004: Figure 24: Stress cell measurements in test BG-03 for 50Hz frequency. ... 20. 21. 22. 23. 24. 25. 26. 2. 4. 3. 5. -
Structural Engineering International 4 / 99 Reports 1 Glass ...
www-civ.eng.cam.ac.uk/cjb/papers/p40.pdf20 Mar 2000: The Storchen Bridge in Wintherthur,Switzerland, with a total length of 124 m has two of its 24 cables madefrom carbon fibres [18]. ... 23] HAY, J. Response of Bridges to Wind.HMSO, London, 1992. [24] SHEARD P. -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 Mar 2001: 2.24). wherefromYoung(1989p.68). I x. =. R3t. 1. 3t 2R+. t2 R2. ... The transformation of the nodal coordinates is2. 4XYZ. 35 =. 24 cos sin 0sin cos 0. -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: 747 22,000 93,600 92.36 1.8 13.70 2.6337 0.658 24,800 77,000 88.54 2.4 13.87 2.5. ... Temperature (C) k1 for PET1(1/day) 10–6. k1 for PET2(1/day) 10–6. 50 0.186 0.38870 1.480 3.92085 11.50 24.60. -
jbmr0811763 1808..1818
www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf19 Mar 2010: measurement in the biopsy samples, and there was nosignificant effect of case-ness (n = 39, r2adj = 0.24). ... J Bone Joint Surg Am58:82–86. 24. Carter DR, Hayes WC 1977 The compressive behavior ofbone as a two-phase porous structure. -
Soil Grouting in theMini-Drum Centrifuge M D Bolton and ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR266.pdf22 Aug 2001: u; 24 = ulo 24,. From the principle of effective stress, we know that. ... fan. 0 21 22 23 24 25 26Time(secs). Pore Pressures in Clay. -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: The motorway has 3 lanes in each direction, of which 2 were assumed closed between 0:00-6:00 and 19:00-24:00, and one from 6:00-16:00, ... 5. 0 5 10 15 20 24. -4.5. -4. -3.5. -3. -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 Mar 2001: TB =. 1. 24. 24b1 0 b2 0 b3 00 c1 0 c2 0 c3c1 b1 c2 b2 c3 b3. ... Figure 3.2: Equilibrium surface. 24. 0.2 0.1 0 0.1 0.2. 0.1. -
D:\Papers\Folding of composites\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf6 May 2004: FOLDING OF WOVEN COMPOSITE STRUCTURES. J.C.H. Yee and S. Pellegrino1. Department of Engineering, University of CambridgeTrumpington Street, Cambridge CB2 1PZ, UK. ABSTRACT This paper investigates one-ply and two-ply laminates made from woven T300
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