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D:\Current_work\CRTS Reflectors\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf27 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 -
Better understanding of Darcy’s law & Permeability in Centrifuge…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR326.pdf13 Oct 2003: McGraw- Hill. Book Company, New York. Pokrovsky, G.I. and Fyodorov, I.S., 1968. -
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 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. -
Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 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. -
Structural Engineering International 4 / 99 Reports 1 Glass ...
www-civ.eng.cam.ac.uk/cjb/papers/p40.pdf20 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. -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 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. -
Loss estimation for reinforced concrete buildings: some problems
www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf11 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 -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 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. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/jaoabs.html10 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 -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/toewsabs1.htm10 Aug 2004: to actuation. A new approach, for static shape control is presented where the structure is assumed to have general geometry and. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/kukaabs2.html10 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 -
CUED Structures Group Theses - El Hassan
www-civ.eng.cam.ac.uk/abstract/maeabs.htm13 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 -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/morganabs.htm10 Nov 2003: Furthermore, a new particle remeshing strategy is presented. The convergence and applicability of the method to engineering fluid dynamics problems is. -
CUED home page - W Huang: behaviour.html
www-civ.eng.cam.ac.uk/dsl/sma/behavior.html21 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 -
Shape memory alloy (SMA) and other smart materials University ...
www-civ.eng.cam.ac.uk/dsl/sma/smasite.html21 Jul 1998: News of SMA. Persons. For more names, see Rob's collection. -
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. -
CUED Structures Group Theses - El-Sheikh
www-civ.eng.cam.ac.uk/abstract/aiesabs.htm10 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. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/kukaabs1.html10 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. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/arthurabs.htm9 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 -
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/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/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 -
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/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. -
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 - 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. -
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. -
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. -
CUED Structures Group Theses - You
www-civ.eng.cam.ac.uk/abstract/youabs.htm23 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. -
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. -
Implementation and Validation of Schapery-Rand Anisotropic…
www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf18 May 2007: apply. Once the correct wrinkling orientation has been founda new effective elasticity matrix Def f can be determined that relates a given state of strain to a state ofuniaxial stress. ... Theresults are compared in Figure 8. The left column shows the -
t08-041 744..749
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf21 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. -
E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf27 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). -
Extracting pattern from scattereddata - applicability of artificial…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR299.pdf17 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. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 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 -
Paper - Vesic vs Winkler_Final_CUED Report 332 Rev7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR332.pdf18 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. -
PRELIMINARY CENTRIFUGE TESTS USINGTHE STORED ANGULAR MOMENTUM (SAM)…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR298.pdf17 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. -
Space_Structures_Paper
www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf14 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 -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 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. -
Marketos and Bolton 2006 Yamaguchi
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/175.pdf2 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
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