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  2. D:\Current_work\CRTS Reflectors\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf
    27 Aug 2002: A new concept for multi-purpose deployable membrane reflectors known as Collapsible Rib-Tensioned Surface(CRTS) reflector has been proposed by the European Space Agency [1]. ... IEEE Press, New York.[3] Lai, C.Y. and Pellegrino, S. (1999). Shape and
  3. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: In his 1773 paper he reported new rock strength data. Terzaghi (1936), in “A fundamental fallacy in earth pressure computation”, rejected Rankine’s theory of limiting statics of granular media, (Sokolovski),
  4. Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf
    17 Aug 2001: small hydraulic gradient. Proof test of new air valves and package arranccmcm.
  5. D:CURRENT_WORKTSR HINGEPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf
    21 Jan 2002: New Hinge Design. The new hinge design, first presented in Pellegrino et al. ... Second Edition,McGraw-Hill, New York. Hibbit, Karlsson and Sorensen (2000). ABAQUS Version 6.1.0.
  6. Better understanding of Darcy’s law & Permeability in Centrifuge…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR326.pdf
    13 Oct 2003: McGraw- Hill. Book Company, New York. Pokrovsky, G.I. and Fyodorov, I.S., 1968.
  7. 20 Mar 2000: in floorsto receive lift shafts, or in chimneys toallow the addition of new flues. ... New Technologies in Structural Engineer-ing, Lisbon, 1997. [53] EGAN, J. Rethinking Construction.
  8. Modelling of deformations inDynamic Soil-Structure Interaction…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf
    17 Aug 2001: Prediction of deformations is very important from a earthquakegeotechncial engineer designing a new structure. ... XIII Intl. Conf. on SoilMechanics and Foundation Engineering, Vol.4., New Delhi, India.
  9. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: 6. Using the new effective stressescalculated by substracting the pore pressure from the initial effective stressvalues gives an undrained Young’s modulus of 1570.8 kPa. ... Terzaghi, K. Theoretical Soil Mechanics, John Wiley & Sons., New York, 1943.
  10. Loss estimation for reinforced concrete buildings: some problems

    www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf
    11 Jul 2007: Meanwhile a degree of validation of existing calculated approaches using the existing damage data coupled with new estimates of the causative ground motion can begin to reconcile the two approaches. ... 17] Mo, Y.L. 2003. Chapter 13, Reinforced Concrete
  11. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: 4] E.H. Mansfield. Tension field theory a new approach which shows its duality with inexten-sional theory. ... In: New Ap-proaches to Structural Mechanics, Shells and Biological Structures, edited by H.R.
  12. C:\Documents and Settings\Administrator\My…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf
    14 May 2002: The requirement for large apertures that can becompactly packaged for launch and reliably deployed inorbit, to achieve their intended configuration precisely,has spurred extensive new research worldwide. ... 73-80. Levy, R. (1996). Structural Engineering
  13. Coulomb’s (1773) and Rankine’s (1857) soil properties.

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans_pub/30%20Prague%20slides.pptx
    30 Oct 2017: The toe moves up, initiating shearing and dilation in a new upper failure zone, that finally breaks out of the dense sand surface at the top right. ... Similar trench invert grades in the new 20th century sewer pipes caused flow at same speed.
  14. paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf
    8 Feb 2000: A new design conceptof natural shape balloon for high pressure dura-bility, AIAA International Balloon TechnologyConference, June 28{July 1 1999, Norfolk, VA. ... 36, 1998. 8. Abramowitz, M. and Stegun, I.A. Handbookof Mathematical Functions, Dover, New
  15. 26 Mar 2010: The extension of the crack will occur only if there is sufficient released energy to create the required new surfaces. ... The energy needed to form associated new fracture surfaces depends on the interface fracture energy, the determination of which is
  16. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/jaoabs.html
    10 Nov 2003: Based on these considerations, new measures of safety are proposed for buttresses under horizontal loading. ... Based on these considerations, new methods are proposed for assessing the safety of masonry structures and determining the influence of future
  17. CUED Structures Group Theses - El Hassan

    www-civ.eng.cam.ac.uk/abstract/maeabs.htm
    13 Nov 2003: A new Local Euler angle scheme for working out the geometrical parameters of dinucleotide steps and base--pairs, i.e. ... Roll, Slide, Propeller etc., is presented. This new scheme is applied to all analyses of the geometries of dinucleotide steps
  18. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/kukaabs2.html
    10 Nov 2003: This dissertation attempts to develop new analysis techniques and experimental investigations for the vibration of space membrane structures. ... These modelling techniques are extended to a new type of curved-membrane reflectors, to investigate their
  19. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/toewsabs1.htm
    10 Aug 2004: to actuation. A new approach, for static shape control is presented where the structure is assumed to have general geometry and.
  20. 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
  21. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Ongabs.html
    16 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.
  22. 21 Jul 1998: News of SMA. Persons. For more names, see Rob's collection.
  23. 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.
  24. 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.
  25. 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.
  26. 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
  27. 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
  28. 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
  29. 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.
  30. 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.
  31. 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.
  32. 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.
  33. 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.
  34. 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
  35. 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.
  36. 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.
  37. 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.
  38. 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.
  39. 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
  40. 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.
  41. 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
  42. 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.
  43. 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.
  44. CUED Structures Group Theses - You

    www-civ.eng.cam.ac.uk/abstract/youabs.htm
    23 Sep 1998: Deployable structures for masts and reflector antennas. by Zhong You. This dissertation presents several new concepts of deployable structures used for mast and antenna reflector applications.
  45. CUED Bridge Research - Publications

    www-civ.eng.cam.ac.uk/brg/papers/
    29 Sep 2004: 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering, Editors A.Mufti, B.Bakht & ... Middleton, C.R. The application of new analysis
  46. 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.
  47. 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.
  48. 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
  49. 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
  50. 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.
  51. 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.

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