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

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  2. A novel urban foundation system using pressed-in H-piles

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/130_ECSMGE_2003_vol2_425_430.pdf
    30 Aug 2003: Conf. of the Deep Foundations Institute, New York. 299-310 White D.J.

  3. CUED Structures Group Theses - Lees

    www-civ.eng.cam.ac.uk/abstract/jmlabs.htm
    10 Nov 2003: It is suggested that the use of such tendons could be incorporated into a new design basis for FRP-prestressed beams.

  4. 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” ________________________________________________________________________________. __________________________________________________________

  5. Database of closed-ended piles in sand: a comparison of qc and qb

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf
    15 May 2003: Coyle H.M. & Castello R.R. 1981. New design correlations for piles in sand. ... New York. Yen T.L, Lin H, Chin C-T & Wang R-F.

  6. 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.

  7. 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

  8. 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.

  9. 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.

  10. 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.

  11. 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.

  12. reflector

    www-civ.eng.cam.ac.uk/dsl/Omer/reflector.html
    2 Dec 2003: New Deployable Reflector Concept. This study presents a new deployable structure concept for a low altitude Synthetic Aperture Radar (SAR) satellite (see Figure 1). ... Figure 1: Baseline satellite with classical hinged panels. Figure 2 : New concept

  13. 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.

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

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

  16. 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.

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