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021004_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf26 Mar 2010: by Zachariades, et. Al, Marcel Dekker Inc., New York, pp. 327-335. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hLuabs.html12 Aug 2004: Engineers can apply these new yield-line mechanisms in the assessment of bridge cantilevers. ... New techniques to postulate discontinuity-line patterns are proposed for improving the lower-bound flexural strength predictions and for analysing -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hicksabs.htm10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Therefore, five new expressions based on concrete plasticity theory, have been developed for this form of failure. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/11gurley.pdf11 Jul 2007: design of new US Federal buildings. GSA 2003 is more detailed than the UK Requirement A3. ... submitted for publication. [8] GSA 2003: Progressive Collapse Analysis and Design Guidelines for New Federal Office. -
New life for plasticity theory
www-civ.eng.cam.ac.uk/cjb/concplas/01morley.pdf11 Jul 2007: Morley Symposium on Concrete Plasticity and its Application. University of Cambridge 23rd July, 2007. WHEN PLASTICITY? Chris MORLEY. Department of Engineering, University of Cambridge, UK Keywords: concrete, plasticity, cracking, flow, size effect, -
E:CURRENT_WORKBI-STABLE_SHELLS_SDMPAPER_SDM.DVI
www-civ.eng.cam.ac.uk/dsl/publications/bistable.pdf8 Feb 2000: The results of this simula-tion provide considerable new insights into the structuralmechanics of bi-stable shells, as well as predicting thestress distribution, curvature variation, etc. ... At this point, the edge momentswere removed by running a new -
Characterisation of long term behaviour of polyester fibres and fibre …
www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf27 Mar 2010: However, these materials are relatively new for this type of application, and there is little knowledge on the behaviour of such structures, particularly their long term properties. ... 42, No. 8, 2007. [8] R. Vaseghi, “A new method of termination for -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 Feb 2004: 22|The Structural Engineer – 6 January 2004. paper: burgoyne. Structural engineers are increasingly finding themselvesassessing existing structures rather than designing new ones.These need to be checked because loads have changed -
ADVANCED COMPOSITES - THE CHALLENGE TO BRIDGE DESIGNERS C ...
www-civ.eng.cam.ac.uk/cjb/papers/cp48.pdf31 Aug 2001: I will compare the costs of the new structure with the equivalent traditional structure.”. ... How might I best utilise the strengths of the new materials, and minimise theirweaknesses?”. -
162_full
www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: Chris BURGOYNE 1 Hau-Yan LEUNG 2. 1 Department of Engineering, University of Cambridge, UK 2 School of Construction, Unitec, Auckland, New Zealand Keywords: aramid, compression, confinement, analysis 1 INTRODUCTION. ... J.,. 84, 266-273, 1987. [12] -
Paper Format Guidelines
www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf30 Mar 2010: On the other hand, it is impossible to conduct tests for these durations before using new materials. ... This paper examines the long-term stress-rupture behaviour of aramids, using new test results on Kevlar 49 and Technora yarns. -
Modelling the transport ofa pulse of two contaminants through ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR301.pdf17 Aug 2001: 8z Schwartz, F.W. (1990). Physical and chemical hydrogeology. New York:. John Wiley & Sons Inc. -
CUED TR 341 _2_
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR341.pdf30 Sep 2005: Wiley and Sons. New York. Randolph, M.F. and Wroth C.P. (1978) "An Analysis of the Deformation of Vertical. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp69.pdf27 Mar 2010: C. J. Burgoyne and H. Y. Leung SYNOPSIS: This paper describes an experimental study of a new form of prestressed concrete beam. ... C. J. Burgoyne and H. Y. Leung. SYNOPSIS:. This paper describes an experimental study of a new form of prestressed -
Mapping two-way grids onto free-form surfaces P. Winslow S. ...
www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf20 Jul 2007: 5. Conclusions and further workA new tool for synthesis of two-way grid structures has been presented. ... Schlaich, J. New trade fair in Milan - Grid Topology and Structural behaviour of a free-formed. -
Li Haigh and Bolton 2010 GeoShanghai pile sand axial cyclic loads
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/202.pdf3 Aug 2011: The whole test package is presented in FIG 1(a). A new two-axis servo actuator was designed to apply vertical loads to the model pile. -
231-2.pmd
www-civ.eng.cam.ac.uk/cjb/papers/cp70.pdf10 Dec 2005: It is claimed that they were. so cheap that new construction was unable to compete. ... application to a new storage and distribution facility for H.M. Stationery Office at. -
Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt17 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), -
Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf17 Aug 2001: small hydraulic gradient. Proof test of new air valves and package arranccmcm. -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: and Park, R., "Strength and ductility of bridge sub structures", presented at the bridge and research seminar, Road research unit, National roads board Wellington New Zealand 1984. ... 5] Kotsovos, M.D. and Pavlovic, M.N., "Ultimate limit state structures
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