Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
11 - 20 of 25 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 25 match some words.

  1. Results that match 1 of 2 words

  2. SE20 Design Codes Burgoyne :Layout 1

    www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf
    22 Mar 2010: H. P. J. TaylorFREng, PhD, CEng,FIStructE, FICEIStructE Past President,Chair BSI CommitteeCB/20 StructuralDesign Codes.

  3. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf
    26 Mar 2010: as high as 20%.

  4. Fracture Mechanics of Plate DebondingP. M. M. Achintha1 and ...

    www-civ.eng.cam.ac.uk/cjb/papers/p59.pdf
    22 Mar 2010: The manuscript for this paper was submitted for review and pos-sible publication on December 20, 2006; approved on August 27, 2007.This paper is part of the Journal of Composites ... N / mm2, maximum aggregate size,dmax crushed = 20 mm, and water cement

  5. 10853_2008_3032_43_22-web 7091..7101

    www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf
    22 Mar 2010: which the test yarn passes 7/8 turn around a bar of 20 mm. ... study primary creep and the beginning of secondary creep. Five different stress levels were considered (10, 20, 30, 40,.

  6. 10853_2008_2676_43_14-web 4789..4800

    www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf
    22 Mar 2010: aqueous solutions. 0 0.5 1 1.5 2 2.50. 10. 20. 30. ... 0 20 40 60 80 1000. 0.05. 0.1. 0.15. 0.2. 0.25.

  7. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: L=20, 25, 30, 35 and 40m. B/2=15, 20, 25 & 30m. ... Dep. th (m. ). 0. 10. 20. 30. 40. 50. B=60B=50B=40B=30.

  8. C i V i L e n g I ...

    www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf
    22 Mar 2010: 385.28 m. 240.80 m53.65 m. 3.66 m. 6 %. 20.42 mWater level.

  9. Time-Temperature Superposition to Determinethe Stress-Rupture of…

    www-civ.eng.cam.ac.uk/cjb/papers/p57.pdf
    22 Mar 2010: specimen, which then enables the accurate strainimmediately after loading to be determined [20]. ... 0 0.5 1 1.5 2 2.50. 10. 20. 30. 40. 50.

  10. 161_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf
    26 Mar 2010: inside the scanner; the whole beam was scanned in 70 mm lengths with about 20 mm overlap.

  11. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: Number of subjects 35 33 22 18. Minimum age (yr) 20 20 62 63. ... Res. 20:1533–1542. 15. Hetenyi M 1946 Beams on Elastic Foundation: Theory WithApplications in the Fields of Civil and Mechanical Engineer-ing.

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.