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www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf8 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 -
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. -
o bewherebrittleerin an cement.current ity. Shear Analysis of…
www-civ.eng.cam.ac.uk/cjb/papers/p47.pdf16 Oct 2003: J.,883!, 301–308. Kotsovos, M. D., and Pavlovic, M. N. 1999! Ultimate limit-state designof concrete structures—A new approach, Thomas Telford Ltd., Lon-don. ... Japan Concr. Inst.,11, 193–198. Mörsch, E.1909! Der Eisenbetonbau, 3rd Ed., -
IASS-IACM 2000Fourth International Colloquium on Computation of Shell …
www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf13 Sep 2000: Diana A. Galletly, Simon D. Guest. 1 Introduction. The area of bistable composite structures is a new and exciting field of research. ... This allows us to calculatea new version of the tangent stiffness matrix incorporating these second order effects. -
D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf14 Feb 2003: NASA-CR-2347.4 Mikulas, M. (1998) Personal Communication.5 Bennett, G.T. (1903) A new mechanism, Engineering 76,777-778.6 Goldberg, M. ... 1943). New Five-Bar and Six-Bar Linkages inThree Dimensions. Transactions of the ASME, 649-661.7 Pellegrino, S., -
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 -
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 -
P:\09-T-N-FL\09242-Chan\Prelims\Prelims
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf6 Feb 2007: 25, ASCE, New York, N.Y., 439–470. Ladd, C. C., and Edgers, L. ... D. (2004). A new designmethod for retaining walls in clay. Canadian GeotechnicalJournal, 41(3): 451–466. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/rpabs.html14 Sep 2004: A new construction technique is developed which allows this task to be done in a more efficient and easy manner so that the mechanism can be specifically tailored for a particular -
CUED Structures Group Theses - Amaniampong
www-civ.eng.cam.ac.uk/abstract/guestabs.htm10 Nov 2003: This dissertation is an attempt to inject new ideas into the field of deployable structures. ... Previous work on this concept is reviewed, and a new analysis of the fold pattern is presented. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm14 Aug 2001: Video image from centrifuge test of DNAPL. migration in sloping sand layers. Contours of DNAPL concentration. deduced by image analysis. Digital still image from 2-dimensional flume. test of LNAPL migration in sloping sand layers. Contours of LNAPL -
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. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf25 Jul 2007: By considering this new dimension for the cone, predictions against reality were found to be fairly accurate, and four representative predicted vs actual load-deflection plots are shown in Figure 15, ... Clearly, there is significant improvement. The -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/numerical_simulation/solute_transport/photos.htm20 Jul 2001: Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute -
Symmetry and states of self stress intriangulated toroidal frames ...
www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf22 Jan 2002: Graduate Texts in Mathematics, Springer, New York. 9. Figures. (a). (b). -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hackabs.htm10 Nov 2003: As a result, a new type of high-resolution, long-stroke actuator has been recently developed at Cambridge University. ... Also, the piezoelectric behaviour changes as the frequency is increased. A simulation based on experimental results is developed, -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/kangwaiabs.html10 Nov 2003: R D Kangwai. Abstract:. A symmetric structure is a structure that can be brought into a new position which is mechanically and geometrically identical to its original position. ... This thesis provides a new application of group theory to the force -
CUED Structures Group Theses - Middleton
www-civ.eng.cam.ac.uk/abstract/crmabs.htm10 Nov 2003: Strength and safety assessment of concrete bridges. by C.R.Middleton. Abstract:. A new technique for evaluating the ultimate strength of concrete bridges has been developed which enables a wide variety -
CUED Bridge Research Projects: Safety Assessment of Existing Bridge…
www-civ.eng.cam.ac.uk/brg/safety/24 Sep 2002: Compared to the design of new structures, existing structures have to be treated differently. -
Cam Middleton: Presentations
www-civ.eng.cam.ac.uk/struct/crm/presentations.html16 Jul 2010: LoBEG Autumn Meeting, London, UK. AUSTROADS 2009, Aukland, New Zealand. London Underground Composite Structures Group, London, UK.
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