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  2. CUED home page - W Huang: behaviour.html

    www-civ.eng.cam.ac.uk/dsl/sma/behavior.html
    21 Jul 1998: Thermomechanical behaviour of shape memory alloys (SMAs). click this.. for a demonstration. Experimental investigation. Experiments on NiTi shape memory alloy (Nitinol). A series of experiments were carried out on NiTi shape memory alloys. These
  3. 21 Jul 1998: News of SMA. Persons. For more names, see Rob's collection.
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/morganabs.htm
    10 Nov 2003: Furthermore, a new particle remeshing strategy is presented. The convergence and applicability of the method to engineering fluid dynamics problems is.
  5. CUED Structures Group Theses - El-Sheikh

    www-civ.eng.cam.ac.uk/abstract/aiesabs.htm
    10 Nov 2003: Besides the well-known double-layer trusses (with nearly frictionless pinned member-joint connections), the study includes a consideration of the relatively new Cubic Space Frame system (CSF) (with rigid ... A new nonlinear program based on the F.E.M.
  6. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/kukaabs1.html
    10 Nov 2003: A new prediction method is presented to determine the natural frequencies and mode shapes of flat membranes of any shape vibrating in a fluid medium at any pressure.
  7. 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
  8. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/arthurabs.htm
    9 Jul 2004: Fracture of concrete-CFRP bond. by L. Arthur. Abstract. The theoretical gain in flexural strength of a reinforced concrete beam strengthened with FRP plate is enormous, however researchers have observed new
  9. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/pagitzabs1.html
    16 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
  10. 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.
  11. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/milesabs.htm
    25 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.
  12. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/weerasingheabs.html
    17 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.
  13. 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.
  14. Cam Middleton: Presentations

    www-civ.eng.cam.ac.uk/struct/crm/presentations.html
    16 Jul 2010: LoBEG Autumn Meeting, London, UK. AUSTROADS 2009, Aukland, New Zealand. London Underground Composite Structures Group, London, UK.
  15. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Imhofabs.html
    13 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
  16. CUED Structures Group Theses - Chan

    www-civ.eng.cam.ac.uk/abstract/tkcabs.htm
    23 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.
  17. 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.
  18. 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.
  19. 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.
  20. Matthew DeJong - Research

    www-civ.eng.cam.ac.uk/struct/mjd/research.html
    15 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
  21. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/kjabs.html
    19 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.
  22. CUED Structures Group Theses - Other

    www-civ.eng.cam.ac.uk/abstract/stratfordabs.html
    17 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
  23. 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.
  24. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/lateral/photos.htm
    6 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.
  25. 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.
  26. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/mansfield.html
    31 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.
  27. http://www2.eng.cam.ac.uk/~mspg1/new-home/abst-ellis.htm

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ellis.html
    26 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
  28. 11 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
  29. Jumping Bunny Research Project - Main Page

    www-civ.eng.cam.ac.uk/dsl/Bistable_actuation/main_project_page.html
    11 Nov 2003: This new concept is shown below alongside the chosen actuation strategy.
  30. Publications / Presentations

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html
    7 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.
  31. 19 Jun 2002: NEW APPROACHES TO STRUCTURAL MECHANICS,. SHELLS AND BIOLOGICAL STRUCTURES. Edited by H.R Drew and S.
  32. t08-041 744..749

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf
    21 Jul 2008: American Soci-ety of Mechanical Engineers (ASME), New York. PaperOMAE2008-57923. Cheuk, C.Y., White, D.J., and Dingle, H.R.C. ... Mercati. American Society of Mechanical En-gineers (ASME), New York. Vol. 5, pp.
  33. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: Set a new base point. Make pattern movei.e. repeat vector from. ... REFERENCES. [1] Anonymous, “Hughes graphite antennas installed on MSAT-2 craft,” Space News, November 1994.[2] Greschik, G., “On the practicality of a family of pop-up
  34. E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf
    27 Mar 2000: References. [1] P. Seizt.Spar Resolving Spat Over Antenna Work, Space News, (29 August-4 September,1994). ... 2] Anonymous.Hughes Graphite Antennas Installed on MSAT-2 Craft, Space News, ( 14-20November, 1994).
  35. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 Jan 2001: It is suggested that the use of partially-bonded tendons couldprovide the basis of a new design method for concrete beamsprestressed with fiber reinforced plastic (FRP) tendons. ... 15-20. 9. Kakihara, R. et al., “A New Aramid Rod for the Reinforcement
  36. Extracting pattern from scattereddata - applicability of artificial…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf
    17 Aug 2001: but with the ANN initialised to a new set of random weights, to examine the repeatability of the. ... the error is larger than the tolerance value iterate the process with the new, updated weights.
  37. PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf
    17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... A brief description of the principle of this new earthquake actuator is presented next.
  38. Paper - Vesic vs Winkler_Final_CUED Report 332 Rev7

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR332.pdf
    18 Oct 2004: new tunnel is excavated under an existing pipe. The tunnel excavation generates soil. ... Fig. 8 Comparison between continuum solution and Winkler solution under the new analog.
  39. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: Engineering News. and Publishing Co., New York, 1909. 30. NIELSENIELSEN M. ... Wiley,. New York, 1980. 39. MUFTIUFTI A. A., JAEGARAEGAR L. G., BAKHTAKHT B.
  40. Space_Structures_Paper

    www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf
    14 May 2002: 457-466.3. YOU Z, A new approach to design of retractable roofs, Proceedings of IUTAM-IASSSymposium on Deployable Structures: Theory and Applications (edited by S Pellegrino andS D Guest), Kluwer
  41. Marketos and Bolton 2006 Yamaguchi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/175.pdf
    2 Aug 2011: ABSTRACT: The deformation of a volume of sand comes about from particle rearrangement to new posi-tions, and from particle crushing at larger stresses. ... One can observe that the curves in Figure 6 agree very well with each other initially and up to a
  42. March 12, 2003 11:8 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf
    14 Mar 2003: However, time domain integration is far toocomputationally expensive to be carried out for all load cases.A new method of modelling the interaction between a cable andthe seabed in the frequency ... The new methodof seabed modelling will be described next
  43. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: Lees and C. J. Burgoyne. University of Cambridge. There is a growing interest in the use of new materials in construction. ... and Noritake K.A new aramid rod for the reinforcement of prestressed concrete.
  44. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: dx. dt k1ðA xÞ ð9Þ. where k1 is a new constant.
  45. 22 Mar 2010: The energy re-leased from the system due to the crack extension can then bedetermined from energy conservation concepts; part of this re-leased energy is consumed to create the new ... The extension of the crack willoccur only if there is sufficient
  46. 19 Mar 2010: has meant that engineers have been reluctant to adopt. them. Two new techniques (stepped isothermal method. ... and Application. Dekker, New York, 1988. 38. VAN LEEUWEN J. and SIEMES A.
  47. E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf
    28 Mar 2000: Repeated solutions are eliminated by checking the dot product of each new solution withall those found previously. ... Academic Press, New York,(1980). [8] J.G. Semple, L. Roth,Introduction to Algebraic Geometry.
  48. TR307

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR307.pdf
    17 Aug 2001: was granted an exclusive licence to incorporate the new intellectua l property in their “Geotech” centrifuges. ... 1st Int Conf ISSMFE (Harvard) various passages Terzaghi (1943), Theoretical Soil Mechanics, John Wiley, New York.
  49. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: Sci. 1, 281–298. Mansfield, E.H. (1969) Tension field theory a new approach which shows its dualitywith inextensional theory.
  50. E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf
    5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-.
  51. Contents.indd

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/214.pdf
    20 Mar 2012: Figure 7. New design charts based on liquid limit (wL). y = 0.99xR2 = 0.96. ... B. (2001). Development of a new family of normalized modulus reduction and material damping curves.

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