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E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: new configurations. This purely geometric research resulted in a large number of configurations. ... configuration of new tensegrities, but less than ideal for structures with some known, or desired. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf11 Jul 2007: 5 LIMITATIONS OF THE ANALYSIS METHOD. • The primary limitations on the new generalise. ... Collins,M.P., Mitchell,D., Prestressed concrete structures, Prentice Hall, New Jersey, 1991. [4] Cope,R.J.(ed.), Concrete bridge engineering: performances and -
Lrs Vs 01.~ 01 I ~ I I ~l ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR06.pdf7 Jul 2009: Roscoe would be classed as Category Ill. Roscoe's objectives. were always to develop new and better theories via new experimentul. ... developing new and better methods of analysis Category 11 and. Category III tests offer the most profitable approach. -
D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf22 Mar 2002: Herea small asymmetry begins to appear in the cross-sectional plot, which rapidly grows into a new wrinkle(d)–(e). ... and Fang, H., “A new ap-proach to wrinkling prediction for space membrane structures”,Proc. -
C:\Documents and Settings\Sergio\My Documents\Current_work\CFRP tape…
www-civ.eng.cam.ac.uk/dsl/publications/CFRP_tape_springs_Paper.pdf9 Apr 2004: AIAA 2004-1819Carbon Fibre Reinforced PlasticTape SpringsJ.C.H. Yee , O. Soykasap , and S. PellegrinoUniversity of Cambridge, Cambridge, CB2 1PZ, UK. 45th AIAA/ASME/ASCE/AHS/ASCStructures, Structural Dynamics, and. Materials Conference19-22 April -
AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…
www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf30 Jan 2005: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length. -
jbmr0811763 1808..1818
www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf19 Mar 2010: Future pharmacologic stimulators of sub-periosteal or endosteal bone formation or implanted ma-trices able to encourage either new trabecular or corticalbone formation might therefore have important roles in hipfracture prevention. ... 14. Carpenter RD, -
Yetginer_BGApaper
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf22 May 2003: 1996. New design methods for offshore piles, Marine. Technology Directorate (MTD) Publication, 96/103, London. ... Nagayama T. 2000. Press-in piling: The influence of plugging on driveability, Proceedings of the 8th International Conference of the Deep -
Osmanconf32a33
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/148_ICSFF_Singapore_2004.pdf25 Jan 2006: The Mobilisable Strength Design (MSD) method is a new design approach conceived with the framework of plasticity theory. ... Osman, A.S. and Bolton, M.D. (2004a). “A New Design method for retaining walls in clay”, accepted for publication in Canadian -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... The Theory of Sound, Vol. 2,Dover, New York, 1945.19 Ewins, D.J., Modal Testing: Theory, Practice andApplication, Research Studies -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/02ashraf.pdf11 Jul 2007: Standards Association. Toronto, 2004. [7] Chen, W. F., Plasticity in Reinforced Concrete, McGraw Hill, New York, NY, USA, 1982, 474. ... pp. [8] Nielsen M. P., Limit Analysis and Concrete Plasticity, Prentice-Hall, Englewood Cliffs, New. -
Press-in piling: Ground vibrations and noise during pile installation
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/117_DFC_2002_363_371.pdf6 Jun 2002: Figure 1. A row of 914 mm diameter tubular piles being installed by a press-in piler (New York, USA). ... Piling-induced ground vibrations. Field monitoring. Site 1: New Orleans, USA. Site 2: Utrecht, Netherlands. -
Osmanconf32a6
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/147_ICSFF_Singapore_2004_559_568.pdf25 Jan 2006: The actual condition of the existing building or services which are partly located in the zone of influence of a new excavation will also be open to doubt. ... Osman, A.S. and Bolton, M.D. (2004). “A New Design method for retaining walls in clay”, -
10.-Blob Structures IASS Journal_Tsuboi_DEF22
www-civ.eng.cam.ac.uk/dsl/publications/Blob_structures_IASS_Journal_Tsuboi.pdf2 Feb 2006: 134, Feb, 1999, pp 45-56. [11] You, Z., A New approach to Design of Retractable Roofs, IUTAM-IASS Symposium on Deployable Structures: Theory and Applications, Ed. ... 12] Rodriguez, C., and Chilton, J.C., Swivel Diaphragm -- A New Alternative for -
746 McMahon, B. T. et al. (2013). Géotechnique 63, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/224.pdf28 Nov 2013: 2003). New software for rigorous bearing capacitycalculations. Proceedings of the international conference onfoundations, Dundee, pp. ... 4, 265 – 273,http://dx.doi.org/10.1680/geot.7.00062. Terzaghi, K. (1943). Theoretical soil mechanics. New York, -
MICRO-GEOMECHANICS M.D. Bolton and Y.P. Cheng CUED/D-SOILS/TR323…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR323.pdf9 Sep 2002: This hypothesis needs validation, of course. Micro-mechanics provides an interesting new commentary on research priorities. ... It will be essential to obtain a new data stream of micro-structural information to complement existing data such as CPT -
A Numerical Approach to the Kinematic Analysis of Deployable ...
www-civ.eng.cam.ac.uk/dsl/publications/Numerical_approach.pdf20 Mar 2006: NASA-CR-2347, 1973. 3 Bennett, G.T. A new mechanism. Engineering, 1903, 76, 777-778. ... third edition, Oxford University Press, New York, 2003. 10 Denavit, J. -
S3 : Stadium Roof Design - Cantilever Roof Design experiment
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Teachers%20Notes.doc2 Jul 2007: Measure this new depth, D, as it will be needed in the following calculation. ... b. Sketch the structure below showing the new forces and dimensions acting on it. -
SDM2003_1978.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf28 Feb 2003: with permission. In recent years the concept has received new attentionfrom scientists in various fields. ... The new struts were muchstiffer in both bending and torsion, and the necessaryprestress could be provided. -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: Set a new base point. Make pattern movei.e. repeat vector from. ... 29-Sept. 4 1994.2Anonymous, “Hughes graphite antennas installed on. MSAT-2 craft,” Space News, November 1994.3Greschik, G., “On the practicality of a family of pop-up re-. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: BS1377, 1990). This report evaluates a new technique for measuring the PSD of a soil. ... Although Agrawal et al. (1991) suggest that new particle sizing techniques should not. -
A User’s Guide tothe STRAINS program (Version 1.0 for ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR280.pdf17 Aug 2001: The new co-ordinatesystem is related to the geometry of the apparatus (e.g. ... New captions canbe added. Colour, thickness or style of some of the lines may be changed. -
The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: which is the characteristic of deep foundations. The existence of a shallow penetration mechanism requires new correlations in order to. ... 7. New correlations are required to analyse the CPT data obtained from the centrifuge,. -
Murphey et al AIAA-2003-1829 Traveler-ARM
www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf17 Feb 2003: The Traveler-ARM has great potential for enabling new classes of space missions involving large, low frequency space structures. ... R., “Thin-Film and Crystalline Solar Cell Array System Performance Comparisons,” 29th IEEE PhotoVoltaic Specialists -
S1 : Stadium Roof Design – Design Decisions
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decision%20Teachers%20Notes.doc2 Jul 2007: The new system has an estimated 24 miles of plastic piping running about 10 inches below the surface, from west to east. ... Emirates – P8. Arsenal Football Club recently moved into their new Emirates Stadium in London completed in 2006. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: Structural ConceptThe key geometric ideas behind the proposed new. concept can be explained as follows.Consider a flat sheet A with a curved edge, con-. ... Patent applications protecting the new. concept presented in this paper have been filed [10].The -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/07collins.pdf11 Jul 2007: 1 INTRODUCTION. In a 1935 Engineering News Record review article [1] for structural design engineers, Professor. ... REFERENCES [1] Cross, H., “Limitations and Applications of Structural Analysis”, Engineering News-Record,. -
1 INTRODUCTION The technology for the measurement of positive ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf26 Feb 2002: A new device for the measurement of negative pore water pressures in centrifuge models. ... Figure 2. Design evolution of new tensiometer, a) filter cap, b) direct seal, c) isolated internal sensor. -
RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf17 Aug 2001: Navier C-L. M. H., (1819), New edition of Belidor, Paris. Ohta H. ... 4, pp 241-251. Taylor D. W., (1948), Fundamentals of Soil Mechanics John Wiley, New York. -
1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf7 Jul 2002: Bolton Cambridge University Engineering Department. ABSTRACT: Calibration chamber testing combined with a new technique of displacement measurement using image analysis has allowed the penetration mechanism of a jacked pile to be ... 5 CONCLUSIONS. -
700005 1..14
www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf22 Mar 2010: The optimisation is. repeated and it is likely that the new optimum will also. -
A new apparatus for modellingexcavations Sze Yue LamResearch…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/215.pdf28 Nov 2013: A new apparatus for modellingexcavations. Sze Yue LamResearch Associate, University of Cambridge, Cambridge, UK. ... In-flight excavatorA new two-axis servo actuator was designed for the Turner. -
D:\Papers\Rigid Deployable Array TR\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR214.pdf7 Jul 2004: 31. Note that a new set of tests on the uncovered panel system was carried out, rather than. ... STEP, INC=1000, NLGEOM. coords:. STATIC,STABILIZE,FACTOR=1e-8. 0.00001, 1, 1.E-30,0.02. BOUNDARY, OP=NEW. 2000, 1, 3. -
i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf17 Aug 2001: The reader may wonder at this stage about the possibility of using standard L!ST or LSQelements instead of the new drainage element to model the vertical drains. ... 2.2 Benchmark Testing. It is mandatory that the incorporation of a new element or a new -
5aUK01.indd
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/161_16_ICSMGE_OSAKA_2005_2837_2840.pdf25 Jan 2006: A new class of compatibility factor Mc has been introduced to scale proportional ground displacements into soil shear strains. ... Engrg. Congr., ASCE, New York, N.Y., Vol.1, 869-884. Hight, D.W., Bond, A.J., and Legge, J.D. -
Osman, A. S., Bolton, M. D. & Mair, R. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/177.pdf16 Nov 2006: J. M A I R y. A new analytical method is introduced for calculatingdisplacements due to tunnelling. ... Displacements aredifferentiated to obtain strains, and the new value of maxi-mum shear strain is calculated at every point within thedeformation -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/05burgoyne.pdf11 Jul 2007: The optimisation is repeated and it is likely that the new optimum will also be on the same ridge. -
Topology Optimization of Adaptive Compliant Aircraft Wing Leading…
www-civ.eng.cam.ac.uk/dsl/publications/topology_paper_SDM.pdf2 Apr 2007: order to derive new topologies.An intuitive approach would be to assign binary parameters to the existence of each member where ‘1’ cor-responds to ‘member exists’ and ‘0’ to ‘member ... 34, 1999, pp. 88–101. 14Martins, E. and Pascoal, M., -
Strong Motion at Port Islandduring the Kobe Earthquake S.P.G. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR285.pdf17 Aug 2001: Currently a new system called the Stored Angular Momentum (SAM). actuator is being commissioned which increases the versatility in dynamic centrifuge. ... tested. At Cambridge University it is hoped that the new SAM actuator will be able to. -
Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…
www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf10 Apr 2007: For the ULDB a new material, called StratoFilm 430, has been introduced. ... subroutine loop (see figure 4) and the new trial stress increment is found from. -
Murphey and Hinkle, Hierarchical Space Structures AIAA 200–
www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf23 Apr 2003: Hierarchical materials are common in nature and have inspired the development of new materials.9,10. ... R.E. (ed.) pp. 641-655, Wiley Interscience, New York, 1966. 7 Mikulas, M. -
Proceedings of 30th International Conference on Ocean, Offshore and…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/209.pdf3 Aug 2011: Plenum Geobiology Series. Plenum Press,New York. [6] Aller, R., 1982. The effects of macrobenthos on chemicalproperties of marine sediment and overlying water. ... Journal of the Marine Biology Association , New Se-ries, XVII(2). [10] Moore, H., 1931. -
Haigh, S. K. et al. (2013). Géotechnique 63, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/222.pdf28 Nov 2013: 7, 669 – 672, http://dx.doi.org/10.1680/geot.2003.53.7.669. Whyte, I. L. (1982). Soil plasticity and strength: a new approachusing extrusion. -
LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf17 Aug 2001: new aggregation of particles is formed which has a swelling and compression line with. ... and more. until they meet a new problem. When stiff soil becomes fissured its. -
Osman, A. S., Mair, R. J. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/176.pdf16 Nov 2006: Figure 3 shows a new plastic deformation mechanism fora tunnel in undrained clay proposed in this paper. -
Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: W. S. Theory of Sound, vol. 1. Dover Pub-lications, New York, 1945. -
C:\Documents and Settings\Sergio\My…
www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf30 Mar 2004: With these graphs it ispossible to obtain preliminary designs for new struts,with different materials and stroke length. -
Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/207.pdf2 Aug 2011: Finally, it isshown that an equivalent constant value m can bederived empirically, using the new solutions to identify anequivalent mean effective stress pm. ... Kumar & Khatri (2008)reported similar results for smooth strip footings. A new form of -
Analysis of Earthquake Motions
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf17 Aug 2001: inspected using power spectrum analysis and harmonic wavelet analysis. A new signal analysis technique based on harmonic wavelet analysis was used to look. ... traditional FFT method and the new wavelet method. The results of the FFT analysis. -
THE IMPLEMENTATION OF LOAD-PATH TOPOLOGY OPTIMISATION IN SAMCEF FOR…
www-civ.eng.cam.ac.uk/dsl/publications/SAMCEF%20Paper%202007.pdf2 Mar 2007: It can be seen that, following repositioning, the control point’s new coordinates are stored.
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