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sb340207 169..180
www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf9 Nov 2001: prevent rotation. Hanging beam. 24. The nite-element analysis showed that. the buckling load of a hanging beam is. ... 5, 109112. 24. HANSELLANSELL W. and WINTERINTER G. Lateral stability. of reinforced concrete beams. -
sb340206 159..168
www-civ.eng.cam.ac.uk/cjb/papers/p35.pdf9 Nov 2001: condition than misplaced bearings. 24. Imperfection caused by lateral load. While being transported, the beam can be. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 Nov 2001: 24. Comitë Euro-International du Bëton. CEB-FIP ModelCode 1990ÐFinal Draft. CEB, Lausanne, Bulletin d'Information. -
SE6_P1CO.VER
www-civ.eng.cam.ac.uk/cjb/papers/p43.pdf15 Nov 2001: v = wsinφ [ z4 - Lz3 L3z ]. (1)EIy 24 12 24where. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: externally, by putting the. concrete in the compression. zone into triaxial compression, or by fibre-reinforcing it.23,24. ... University Internal Report 97/98, 1998. 24. TANIGUCHIANIGUCHI H., MUTSUYOSHIUTSUYOSHI H., KITAITA T. -
E:CURRENT_WORKTENSEGRITY REFLECTORSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AGT-SP_paper.pdf6 Feb 2001: b = 2 (15 6) 24 = 204 (4). Substituting Equations 3 and 4 into Equation 1 we obtain. ... 1.32. 1.29. (b). 1.48 1.24 1.24. 1.52 1.52. 3.020.43 1.40 1.40. -
E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf21 Mar 2001: 50 mm. 85 mm. Figure 3.4: Cylindrical mould. 22 23 24 25 26 27 28 29 30 31 3216. ... 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: ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 16.46 17.78 17.40. ... ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 3.14 2.97 2.85. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: E(p) =12pT. . p, (24). where the elements of are given by. ... Proceedings of Cold Spring Harbor Symposium on Quantitative Biology, 1962, 27, 1-24. -
C:DOCUMENTS AND SETTINGSADMINISTRATORMY…
www-civ.eng.cam.ac.uk/dsl/publications/tensereflect.pdf10 Nov 2001: b = 2 (15 6) 24 = 204 (5). Substituting Equations 4 and 5 into Equation 1 we obtain. ... 8. Figure 12: Variation of forces in net cables. 24. 0 5 10 15 20 25 303.5.
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