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11 - 20 of 31 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 31 match some words.

  1. Results that match 1 of 2 words

  2. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf
    11 Jul 2007: Slab 2 50 6 4 15 46.3 3.19 21.2 20.03 372. ... Slab 8 50 6 6 20 54.7 3.87 21.2 20.43 408.

  3. New life for plasticity theory

    www-civ.eng.cam.ac.uk/cjb/concplas/01morley.pdf
    11 Jul 2007: and to take into account the bending strength of an edge beam [20]. ... 20] Lu, H.Y., Behaviour of Reinforced Concrete Cantilevers under Concentrated Loads, PhD dissertation, Cambridge, 2003, 244 pp.

  4. Implementation and Validation of Schapery-Rand Anisotropic…

    www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf
    18 May 2007: σaxial [MPa]. t = 1 x 10-20. t = 4 x 10-20 s. ... 13 of 15. American Institute of Aeronautics and Astronautics. -20 -15 -10 -5 0 5.

  5. ABD Matrix of Single-Ply Triaxial Weave Fabric Composites A.B.H. ...

    www-civ.eng.cam.ac.uk/dsl/publications/ABD%20matrix.pdf
    5 Apr 2007: idth. [N. /mm. ]εx [%]. 0 0.2 0.4 0.6 0.8 1 1.20. ... The distance between the outer supports was60 mm and the distance between the inner supports 20 mm.

  6. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/15may.pdf
    11 Jul 2007: Yield line analyses that include the membrane effects predict the increase in load capacity [20]. ... Meth. in. [20] Morley C. T. and Denton S. R. Modified plasticity theory for reinforced concrete slab structures of limited ductility, Struct Engng,

  7. P:\09-T-N-FL\09242-Chan\Prelims\Prelims

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf
    6 Feb 2007: 2. Below the fill, a clay deposit of low plasticity(Ip = 20–30%) ranges in thickness between 10 to15 m. ... The surface of the bedrock layer is located atelevations ranging from 16 to 20 m.The soil profile found at Post Office Square is.

  8. Loss estimation for reinforced concrete buildings: some problems

    www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf
    11 Jul 2007: 20%. 25%. 30%. NoDamage. Slight Moderate Extensive Complete. Example Fragility Curves. ... 0%10%20%30%40%50%60%70%80%90%. 100%. 0.00 0.05 0.10 0.15 0.20Spectral Response (m). Per. cent.

  9. Mapping two-way grids onto free-form surfaces P. Winslow S. ...

    www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf
    20 Jul 2007: glass-covered surface, Int. Journal of Space Structures vol. 20, No. 1,2005[3].

  10. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/08denton.pdf
    11 Jul 2007: Variation in concrete stress at z and -z. 00.10.20.30.40.50.60.70.80.9. 1. 0 20 40 60 80 100 120 140 160 180. ... 38, pp. 3099-3109. [20] Calladine, C.R., [1983]. Theory of Shell Structures, Cambridge University Press, Cambridge.

  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/02ashraf.pdf
    11 Jul 2007: The problem of shear in reinforced concrete was extensively studied for about a century to develop a rational procedure to predict the shear strength of reinforced concrete beams [20]. ... 20. Morley Symposium on Concrete Plasticity and its Application.

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