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FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: As the load T increases, new cracks form when the. concrete strain exceeds its cracking strain. -
paper.dvi
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 -
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 -
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 - 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/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. -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/numerical_simulation/NAPL_transport/photos.htm14 Aug 2001: DNAPL migration through a. two-layer inclined-bed sand model. DNAPL migration through a. two-layer inclined-bed sand model. DNAPL migration through a. two-layer inclined-bed sand model. DNAPL migration through a. two-layer inclined-bed sand model. -
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 -
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
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