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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/milesabs.htm25 Nov 1998: In addition, the exploration of new reservoirs at higher temperatures and pressures than before leaves a submarine pipeline on the seabed more susceptible to lateral thermal buckling. -
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/hackabs2.htm10 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. -
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 -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/weerasingheabs.html17 Apr 2001: In the new arrangement, the Slimdek system replaces the composite deck-slab used in stub-girder assemblies. ... The new system is aimed at achieving clear spans in the 15-19 m range and a totally unpropped construction sequence. -
CUED Structures Group Theses - Chan
www-civ.eng.cam.ac.uk/abstract/tkcabs.htm23 Sep 1998: The experimental investigation into the effects on 7019 alloy of a range of thermal histories has produced new data on the mechanical properties of the material. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/wattabs.html12 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. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/apdabst.htm10 Nov 2003: The six legs of the platform are formed by a new type of actuator. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/galletlyabs.htm10 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. -
Matthew DeJong - Research
www-civ.eng.cam.ac.uk/struct/mjd/research.html15 Sep 2014: This research aims to improve assessment capabilities, and involve three primary aspects: 1) development of new modelling techniques which focus on structural stability rather than material strength, and 2) evaluation and -
CUED Structures Group Theses - Other
www-civ.eng.cam.ac.uk/abstract/stratfordabs.html17 Apr 2001: The crack-equilibrium model uses an incremental solution procedure. During solution, checks are made to predict the formation of new cracks, and simple failure criteria are applied to each of the -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/lateral/photos.htm6 Jun 2001: The Lower San Fernando Dam suffered failure by lateral spreading in 1971. The Showa Bridge's pile foundations moved due to lateral spreading. Soil piling up around a bridge pier in Taiwan. Flow around a centrifuge model pile. -
CUED Structures Group Theses - Kuang
www-civ.eng.cam.ac.uk/abstract/kjabs.html19 Oct 2004: The average integration method used by CALTRANS and New Zealand codes to calculate the spiral shear contribution was revised; both theoretical and practical recommendations were given regarding their design factor. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/holstabs.htm10 Nov 2003: In this thesis a new approach is proposed for analysing some of the more challenging examples relating to shell buckling. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/LTTanabs.html13 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. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/mansfield.html31 Jul 2008: A yield-line analysis with COBRAS using this new mechanism successfully predicted the collapse load of the square plate to within 2.2% of Fox’s exact solution. -
Becoming a Civil Engineer at Cambridge
www-civ.eng.cam.ac.uk/civils.html6 Aug 2008: But there will always be new things to learn; new techniques; new materials, and new problems to apply them to. -
http://www2.eng.cam.ac.uk/~mspg1/new-home/abst-ellis.htm
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ellis.html26 Jun 2001: Soil-structure interaction for full-height piled bridge abutments constructed on soft clay. Edward Alan Ellis, Cambridge University. Geotechnical Engineering Group. Abstract. Full-height piled bridge abutments constructed on soft clay are prone to -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/crc/crc.pubs.htm11 Jan 2000: The Structural Engineer, 51, 147-154 (1973). 35. C.R. Calladine, 'A new thermodynamic diagram for representing steady one-dimensional compressible fluid flow', J. ... Gupta, pp 71-97, Wiley Eastern, New Delhi (1993). 104. C.R. Calladine, "Causes of -
Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: 28. R J Lynch and P A James, " The evaluation of a new cool on-column GC injector" presented at the 20th International Symposium on Chromatography, Bournmouth, 1994.
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