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1 - 10 of 11 search results for b&b |u:www-civ.eng.cam.ac.uk

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  2. 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.

  3. ���� �������� ��� ����� �� �� ���� ��� ������ ...

    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' ' , ,) ) < - '

  4. Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10

    www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf
    19 Apr 2004: σ. (11). The A and B stiffness matrices of CLT and are given by. ( ). ( ). ... grad gradK D D u uψ = = b b b b (23) where b is the unit vector in the direction of the derivative.

  5. C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…

    www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf
    9 Apr 2004: 1(b), in which case the edges of the tapespring are subject to tensile stresses. ... . N.M.  =. . A. B. B. D. . .

  6. gt490411 543..552

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf
    5 Jan 2004: B,. S. B,. B. d50, etc:. (4). where D and S refer to the geometry of the test(D is the container diameter, and S is the distancefrom the nearest wall ... D/B: container size effect. S/B: side boundary effect in rectangular container.

  7. D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf
    29 Mar 2004: A. B. B. A. (a) Flat. (b) Deployed. Fig. 2 Use of a shaped sheet A to form sheet Binto a singly-curved surface. ... Surface A. O. y. D, G. L. M. C. E. (b) Folded configuration.

  8. Take, W. A. & Bolton, M. D. (2003). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf
    5 Jan 2004: 100. 50. 0. 50. 100. A. B′. B. C. D. Applied water pressure. ... 100. A. B′. B. C. D. Pressure decreasing. 150 100 50 50 100 1500.

  9. Bolton, M. D. & Wilson, J. M. R. (1989). ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf
    6 Jan 2004: b,B” (18). Differentiating equation (18) with respect to 0. dT - = b, 2b,0 3b,0. ... K(A) = (b, b, A eb, A). C(A) = a (26, A $b,) (28).

  10. 325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf
    5 Jan 2004: A L - TA B B A A{. Negative skin friction on pile foundations, predicted fromthe results of numerical analyses, is presented. ... 27, pp. 505 – 518. New York: ASCE. Broms, B. B.

  11. gt480506 667..679

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf
    5 Jan 2004: 50. σ f: M. Pa. b 5 20.357. b 5 20.343. ... 12, 2079 2102. Mandelbrot, B. B. (1982). The fractal geometry of nature.New York: Freeman.

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