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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. -
Characterisation of long term behaviour of polyester fibres and fibre …
www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf27 Mar 2010: The method enables creep data for simulated times of several hundred years to be obtained from 24 hour tests. -
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. -
CUED Bridge Research - Publications
www-civ.eng.cam.ac.uk/brg/papers/29 Sep 2004: 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural Engineer, Vol.75 No.23&24, 9th December 1997, pp.403-409. -
CUED home page - W Huang: actuator.html
www-civ.eng.cam.ac.uk/dsl/sma/actuator.html21 Jul 1998: 24 mm, i.d. 9 mm). In order to insulate both electrically and thermally the Nitinol wire from the steel disk, a series of Macor cylinders with 1.1 mm diameter -
Concrete Bridge Assessment Using Plastic Collapse Analysis…
www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html12 Aug 1998: Hudson tests Kite tests Test No. H1 H2 H3 H4 K1 K2 K3 K4 Ptest (kN) 29.2 28.3 27.9 19.0 23.4 23.5 24.1 ... 7 PCOBRAS (kN) 24.5 25.3 23.0 17.2 22.5 22.3 20.5 17.7 Ptest/PCOBRAS 1.19 1.12 1.21 1.10 1.04 -
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. -
Environmental effects on cover cracking due to corrosion
www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf4 Aug 2010: 24], which relates concrete resistivity to humidity. Thismodification introduces an increase of concrete resistivity nearsaturation. ... are relevant factorsaffecting the ion movement and therefore the corrosion propagation[24,29–31]. -
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. -
Department of Engineering - Bridge Research Group - Publications
www-civ.eng.cam.ac.uk/brg/publications.html22 Dec 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... In Foundations: proceedings of the second British Geotechnical Association international
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