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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
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