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D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: ma =ρ. k2s ω2airρ/B(24). If there is air on both sides of the membrane, the sameanalysis can be repeated to obtain an equation like(24), but with a factor ... 57.0 -4.24 84.4 70.2 67.1 -4.45 90.8 86.6 79.9 -7.7. -
A New Technique for Simulation of Collapseof a Tunnel ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf7 May 2002: The solenoid valves could be operated by a 24 V d.c. ... Page 17. Technical Report No. CUJZD/D&ils/TR286 Sharma & Bolton. 3 028 - EJ Without any surface water26 -24 -. With surface water. 2 1 8E 16z 1 4. 121086420. -
TR324
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-24. Figure 18: Plastic deformation measurements of pile 8 after test SB-04. -
D:\Papers\Amplitude_of_wrinkles\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf3 Jun 2002: Ub =Et3. 24(1 ν2). (12Hλ. 2H0. λ0. κ2ηdξdη. )=. Et3. 24(1 ν2)π4A2. ... U =(1 ν)Etγ. 2. (π2t2. 24(1 ν2)λ2 γλ2. 8H2. )(23). which is minimised by differentiating with respect to λ. -
Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: Unicam Application note. 24. N Perez-Souto, R J Lynch, G Measures and J T Hann, " Use of high performance liquid chromatographic peak deconvolution and peak labelling to identify antiparasitic components -
D:\Current_work\Stiffened Springback ESTEC\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf27 Aug 2002: 20 16 4.130 24 5.340 33 5.9. 6. Table 3: Tested configurations. ... Configuration Cuts Slits α β γ w(deg) (deg) (deg) (mm). O - - - - - -A 2 2 - 4 50 20B - 4 8 24 90 20. -
D:\Current_work\CRTS Reflectors\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf27 Aug 2002: Offset 6 45.9Configuration 12 12.5(A = 1 m) 24 3.3. Table 1: Typical surface errors of reflectors with D = 10 m and F = 7.8 m. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf28 Feb 2002: Figure 23: Pore pressures measured in test SKH-11 35 Figure 24: Accelerations measured in test SKH-12 37. ... of approximately 20% magnitude. No significant ground displacement was measured. The results of test SKH-12 are plotted in Figure 24. -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: 20 16 4.130 24 5.340 33 5.9. best-fit line through points 5-8 is 1 : 5. ... The long slits in the Configuration B dish, whichhas β = 24 deg, leave two long unsupportedlengths of skirt. -
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 Jan 2002: 0.07 -0.06 -0.05 -0.04 -0.03 -0.02 -0.01 0 0.01-24. -20. -
C:\Documents and Settings\Administrator\My…
www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf14 May 2002: Offset 6 45.9Configuration 12 12.5(A = 1 m) 24 3.3. Table 1: Typical surface errors of reflectors with D =10 m and F = 7.8 m. -
Space_Structures_Paper
www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf14 May 2002: γ tot2. . . γ tot π kα (24). -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 4.5 Test SKH-17 The results of test SKH-17 are plotted in Figures 21-24. ... PPT2259. PPT6669. PPT6794. PPT6260. Max= 7.18. Min= 4.92. Max= 64.1. Min= 24.2. -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: 24. 4.4 Equation for ϑ1maxIn this case, the rotations vary approximately in a logarithmic manner. ... X. Z. tape measures. original positions. K zz. 1. Figure 5.24: Definition of extensional stiffness in z-direction. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: CUED D/SOILS/TR321 White 2002 ________________________________________________________________________________________________________. 24. sample after each addition of fine material revealed that an evolution of a ‘tail’ in the. -
1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf7 Jul 2002: 0.65 24 mm 2.4 m 2.1 500 (D50 = 45 µm). -
1 INTRODUCTION The technology for the measurement of positive ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf26 Feb 2002: 24:1. König, D., Jessberger, H.L., Bolton, M.D., Phillips, R., Bagge, G., Renzi, R., and Garnier, J. -
2D NAPL experiments using the CU y-radiation system H. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf7 May 2002: 24. experiment. At the time of the second experiment, the de-airing device and all the available. -
Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: Calladine studies a physical model of a tensegritystructure with 12 joints and 24 bars, which should be loose with 6 degrees of freedom,according to Maxwell’s rule; yet, it is
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