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1 - 10 of 22 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 22 match some words.

  1. Results that match 1 of 2 words

  2. Crack-based analysis of concrete with brittle reinforcement T. J. ...

    www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf
    28 Feb 2003: Maruyama et al.20. (for example) investigated. dowel-rupture of FRP reinforcement, and suggested. ... 20. MARUYAMA K., HONMA M. and OKAMURA H. Experimental. study on the diagonal tensile characteristics of various fibre.

  3. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: led to thedevelopment of a high-lift turbine which has upto 20 per cent fewer blades and higherefficiency than previously.

  4. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 221 21 1 22 1. 20 ( ) =. ( ) =. First, we take the above standard catenary equations and expand them in Taylor's Series up to the power of cubic. ... 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  5. April 30, 2003 18:33 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf
    22 May 2003: g7 =1. 2wH 20. (. 2 sin φ0 5 sin3 φ0 3 sin5 φ0). ... 20). Further consideration must be given to the location of trun-cation node D.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: λ =Rwrin r1. 2π. 2n(20). we can substitute for λ into Equation 19 and solve for n to obtain. ... 20, 200–207, 227–233, 256–262, 279-284 (1929). [2] E. Reissner. On tension field theory.

  7. D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf
    14 Feb 2003:  θB0. = [0](20). At first glance, the matrix equation (20) would ap-pear to be equivalent to 9 scalar equations in 4 un-knowns, not 16, since the 7 equations

  8. SDM2003_1978.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf
    28 Feb 2003: 2American Institute of Aeronautics and Astronautics. -10 -5 0 5 10 15 20 25 30. ... International Journal of Solids and Structures,30(21):3025–3035, 1993. [20] A. Micheletti. On the kinematics of tenseg-rity towers.

  9. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: B, C Equal sense Outer 0.00 -1.26, 1.23 -1.20, 1.20Inner 0.00 1.02 -1.33 -1.27, 1.04.

  10. Murphey and Hinkle, Hierarchical Space Structures AIAA 200–

    www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf
    23 Apr 2003: A material strength limit of 138 MPa (20 Ksi) is also enforced for all elements. ... 0.20.3. Bay Radius. 1 10 100 1,000 10,000M (N-m). 102. 103.

  11. Murphey et al AIAA-2003-1829 Traveler-ARM

    www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf
    17 Feb 2003: 20.280. cantd Ef. l ρ= (2). where ρ is the face sheet mass density.1 Consider the dynamic behavior of this beam as the beam length (l ) is scaled by ... numerically solved using Newton’s method in Mathematica 4.0 (Wolfram Research) for a harmonic

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