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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] -
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. -
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. -
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 -
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/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/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/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. -
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 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. -
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/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/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/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 -
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. -
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/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 - 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. -
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. -
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. -
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.
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