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41 - 55 of 55 search results for news |u:www-civ.eng.cam.ac.uk

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  2. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: Bhattacharya et al. on “A reconsideration of the safety of piled bridge foundations in liquefiable soils” ________________________________________________________________________________. __________________________________________________________

  3. D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf
    14 Feb 2003: 3Wong, Y.W. and Pellegrino, S., “Amplitude of wrinklesin thin membrane”. New Approaches to Structural Mechanics,Shells and Biological Structures, (Edited by H.

  4. D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf
    14 Feb 2003: WA, 2001, AIAA-2001-1263.5 Mansfield, E.H., “Tension field theory, a new ap-proach which shows its duality with inextensionaltheory”, XII Int. ... and Pellegrino, S., “Amplitude of wrin-kles in thin membranes”, New Approaches to Struc-tural

  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hackabs2.htm
    10 Nov 2003: A new type of stick-slip rotary actuator is investigated; angular resolution is as small as 0.2 arcsec and its angular velocity is large as 10 deg/s.

  6. 1 Author’s contact details: R. J. Lock, Graduate Engineer, ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf
    22 Jun 2003: New variations of. integral bridge designs are continuously emerging, however, and it is important that. ... behaviour. Integral bridges are not a new concept. The first section of the M1, constructed in.

  7. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/wattabs.html
    12 Dec 2003: A new design of tape-spring Rolamite hinge is presented, which incorporates wires rather than bands, and weighs less than a tenth of previous designs.

  8. E:/Diplomarbeit/Latex/Thesis.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: Subscripts. new new values (after integration step)old old values (before integration step). ... At mid-deployment four new balloons were at-tached to support the beams.

  9. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/apdabst.htm
    10 Nov 2003: The six legs of the platform are formed by a new type of actuator.

  10. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/galletlyabs.htm
    10 Nov 2003: The examples considered for the original model are re-evaluated using the new model; the equilibrium locations for the anti-symmetric and isotropic cases are found to be unchanged, whilst the.

  11. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/holstabs.htm
    10 Nov 2003: In this thesis a new approach is proposed for analysing some of the more challenging examples relating to shell buckling.

  12. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/boundary/photos.html
    11 Aug 2003: CPTs in place over the ESB box. A model CPT probe. Pre and post earthquake CPT profiles for the centre of the ESB box. Pre and post earthquake CPT profiles for the end of the ESB box. Deep ESB box, loaded on the centrifuge with the SAM actuator.

  13. p1aper1003.dvi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf
    15 Oct 2003: 2.1 Test device. A new triaxial test rig was designed to measure the multi-axial shearing response of loose.

  14. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/LTTanabs.html
    13 Nov 2003: In conclusion, the new stiffening system has been shown to significantly reduce the distortions caused by the manufacturing process, thus increasing the surface accuracy.

  15. The Influence of Seasonal Moisture Cycles on Clay Slopes

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-take.htm
    5 Nov 2003: These difficulties have been overcome through the development of a new miniature sensor, a high air-entry filter element, and a quality-assured method of tensiometer saturation. ... These seasonal displacements are accurately measured at thousands of

  16. www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp10.pdf
    11 Aug 2003:

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