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p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 Jan 2001: tendon. To investigate possibleeffects due to an asymmetrical distribution of bond, the lengthsof the bonded tendon segments on one side of the beam were in-creased to 20 mm [Fig. ... 15-20. 9. Kakihara, R. et al., “A New Aramid Rod for the -
E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf6 Feb 2001: 6American Institute for Aeronautics and Astronautics. 0 5 10 15 20 25 300. ... 20. r =δ2 R2 sin2 (θ/2). 2δ(19). γ = 2 arccosr δ. -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 Mar 2001: 20. 4 Results 22. 4.1 Introduction. 224.2 Phase II Results. 224.3 Phase III Results. ... 250. 300. (a) 8 ribs. 0 10 20 30 40 50 60 700. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf21 Mar 2001: 4F. Y 2L tan. 2 c2Y 2L s2Z2L Y. 20 2csYLZL 2sY0ZL 2cY0YL. ... Then we substitute. a = tan1 Y02F. YB = A. ZB Z0 =A2 Y 20. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 Mar 2001: Equilibrium in the n-direction requires (Flugge 1973, p. 20-23). 11R1. 22R2. = ... which is equivalent to. (x1 x2)2 (y1 y2)2 = (X1 X2)2 (Y1 Y2)2 (Z1 Z2)2 (2.20)Here, x1, y1, x2 and y2 are unknowns but, assuming -
E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf21 Mar 2001: Rits. ESTEC Contract no. 11936/96/NL/FG. Release date: 20 March 2001. Abstract. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181. -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 Mar 2001: Parameter Rib Membrane. Density (kg/m3) 7000 1. Young's Modulus (GPa) 200 20. ... 14 4.52 6.87 6.21. 15 4.56 6.98 7.20. Mode 8. Mode 4. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: to satisfy 20 constraint equations, 15 on the cable lengths plus 5 on the struts. ... are shown in Fig. 11. 20. Obviously, changing the relation between qt and qb while keeping ql fixed, changes the relative. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf15 Aug 2001: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s. -
Modelling the transport ofa pulse of two contaminants through ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf17 Aug 2001: 2 hours and 20 minutes, followed by deionised water for 1 hour and 18 minutes, at 1OOg. ... formation (Evans, 1994) the model was consolidated to 150g for 4 hours and 20 minutes.
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