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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Tliuabbs.html21 Mar 2005: A new theoretical model to explain the de-bonding phenomenon is proposed, and a method of calculating the deflection of the NSM CFRP reinforced concrete beams based on the summation of ... A comparison between the new theoretical predictions and the -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Ongabs.html16 Mar 2005: A new method is therefore proposed. In this new method, seabed interaction is modelled by a system of coupled linear springs, rather than a single spring. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/pagitzabs1.html16 Mar 2005: The most advanced program in developing this new generation of balloons is the ULDB Ultra Long Duration Balloon from NASA. <>. ... One of the properties of this new element is that it can be used for heavily wrinkled structures without the necessity of -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Imhofabs.html13 Jul 2005: In this dissertation a new comprehensive methodology has been developed to evaluate the risk of structural collapse of existing concrete bridges, where risk is defined as the product of the consequences -
Predicting ground displacement in clay during construction
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html27 Apr 2005: A new plastic deformation mechanism for the indentation of a circular punch in undrained clay has been developed. ... New plastic deformations mechanisms with continuous displacement fields have been developed for stability calculations of braced -
CUED TR 341 _2_
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR341.pdf30 Sep 2005: Wiley and Sons. New York. Randolph, M.F. and Wroth C.P. (1978) "An Analysis of the Deformation of Vertical. -
231-2.pmd
www-civ.eng.cam.ac.uk/cjb/papers/cp70.pdf10 Dec 2005: It is claimed that they were. so cheap that new construction was unable to compete. ... application to a new storage and distribution facility for H.M. Stationery Office at. -
Analysis of Continuous Prestressed Concrete Beams Chris Burgoyne…
www-civ.eng.cam.ac.uk/cjb/papers/cp71.pdf26 Mar 2005: design. Older codes were based on permissiblestresses at the working load; new codes use moment capacities at the ultimateload. -
with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: busing new materials, so extrapolation of short-term test databe carried out. -
AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…
www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf30 Jan 2005: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length. -
Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: W. S. Theory of Sound, vol. 1. Dover Pub-lications, New York, 1945. -
Soil-Structure Interaction_ver7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf15 Feb 2005: 6. References Barkan, D.D. (1962) “Dynamics of bases and foundations,” McGraw Hill, New York. -
Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…
www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf1 Mar 2005: Thin-Shell Deployable Reflectors with. Collapsible Stiffeners:. Part I – Approach. Lin Tze Tan. University College London, London WC1E 6BT, England, United Kingdom. Sergio Pellegrino†. University of Cambridge, Cambridge CB2 1PZ, England, United -
Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf8 Dec 2005: Bolton & Powrie (1988) and Osman & Bolton (2004)proposed a new design approach for retaining walls basedon the theory of plasticity and the mobilisable soil strengthconcept. ... Of course, in a real footing problem, soil elements woulddiffer in their -
White, D. J. & Bolton, M. D. (2004). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf8 Dec 2005: White, D. J. & Bolton, M. D. (2004). Géotechnique 54, No. 6, 375–397. 375. Displacement and strain paths during plane-strain model pile installationin sand. D. J. W H I T E a n d M. D. B O LT O N. The underlying mechanisms governing the
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