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1 - 10 of 52 search results for b&b |u:www-civ.eng.cam.ac.uk

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  2. CUED Structures Group Theses - Peer

    www-civ.eng.cam.ac.uk/abstract/lbbpabs.htm
    13 Nov 2003: Water flow into unsaturated concrete. L.B.B. Peer. Abstract:. Physical and diffusion theories, used to describe fluid flow into dry and partially saturated porous media, are applied to concrete in

  3. Chris Morley

    www-civ.eng.cam.ac.uk/struct/ctm/publications.html
    30 Nov 2007: 1986 - 1990 L.B.B.Peer Ph.D. thesis 1990 Water flow into unsaturated concrete. ... ACI Structural Journal, 87, 597-605. 1991 (Z.B.Mohamed & CTM) Shear strength of r.c.

  4. ACM-046

    www-civ.eng.cam.ac.uk/cjb/papers/cp66.pdf
    20 Jul 2004: tc. tc. O. A A. A. B B. B. C B1. ... Cre. ep S. train. Time. B′. B. B ′′. B. C.

  5. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: Choice between two liquefaction hypotheses B. B Casagrande Buenos Aires. Even a dense sand if heavily loaded can liquefy. ... Reject both A and B. Sand yields, it is stable, on the wet side of critical states.

  6. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: w. R. r1. π/2n. Rwrin-r1. θ. r. (a). (b). λ. 2A. ... A. B. B. C. C. (b). Figure 5: Wrinkled shapes for (a) T1/T2 = 1 and (b) T1/T2 = 4.

  7. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/agyeiabs.htm
    10 Nov 2003: B B Agyei. Abstract:. The research investigates the fatigue resistance of concrete beams prestressed with carbon fibre reinforced polymer (CFRP) tendons.

  8. Direct tension test to simulate bond behaviour between FRP plate and…

    www-civ.eng.cam.ac.uk/cjb/papers/cp87.pdf
    27 Mar 2010: b b b b. tg=5. hg=14hf=12. tf=1. 2. tg=5. hg=14hf=12. tf=1. ... 2. Bond 1-Section A-A Bond 2&4-Section A-A Bond 3-Section A-A Bond 5-Section A-A All specimens-Section B-B.

  9. ���� �������� ��� ����� �� �� ���� ��� ������ ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112_Geotechnique_No51_Issue10_835_847.pdf
    5 Jan 2004: B '. , ) ) < ) B ' ) ' # B ' ') ' B # = - - )') ' ' ( ' B ' # ' B ' '. 3F # ' '! & 33E.E. 75 cm. 180. cm. Rigid plate. ... $&"%$. # - < 7 ' - B #7 # ' B B - - '' < ' 7 , ) ) -) < " ' ' - < 7 ) ') - ) - B ). ' ' B. ' B - - ' B < -' ' ,)' B' ' , ,) ) < - '

  10. NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...

    www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf
    17 Feb 2006: A. B. B. A. (a) Flat. (b) Deployed. Figure 2: Use of a shaped sheet A to shape sheet B into a singly-curved surface. ... The required reflective surface is obtained by replacing sheet B with a rectangular sheet, see.

  11. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: b. h. h = 250 mm. h h. b b. b =140 mm d = 220 mm CF2, SB2 and SB4 belong to this category. ... h = 200 mm b =140 mm rsp = 57.5 mm d = 170 mm.

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