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ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: Figure 6 shows the additional predicted number of bridges that need repair using steel bars (cases 2 and 3) in comparison to a scenario of corrosion-free new bridges for a ... Fig. 7 Net Present Value of not building new bridges in the US with FRP. -
SE20 Design Codes Burgoyne :Layout 1
www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf22 Mar 2010: Codes new to the limit state. format are the Eurocodes for timber and geotechnics. ... Achieving unanimity in this area will take time. There is also a question about new developments. -
THE PLASTICITY OF UNREINFORCED CONCRETE
www-civ.eng.cam.ac.uk/cjb/concplas/12heyman.pdf11 Jul 2007: 1(b). Thus the arch is freely deformable to conform to the new span, and, despite the brittleness of the individual elements, the structure as a whole exhibits “ductile” behaviour. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf11 Jul 2007: The Baker Era was drawing to a close and new directions were opening up. ... But new technology must be explored if progress is to be achieved [7]. -
NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...
www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf17 Feb 2006: The new concept is based on forming a collapsible hollow solid, defined by four cylindricalsurfaces. ... 4] Levy, R., Structural Engineering of Microwave Antennas, The Institute of Electrical andElectronics Engineers, New York, 1996. -
BiomE
www-civ.eng.cam.ac.uk/dsl/publications/leaves.pdf22 Jan 2002: dle: it needs to snap through the final corrugated stage to achieve the desiredcurvature (figure 16e, f ). 5. Conclusions. This paper has presented a very preliminary study of two new fold ... Clearly much further study is required before these fold -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/06clyde.pdf11 Jul 2007: combining pairs of strut forces into a new short strut and combining that in turn with a third strut until all struts are accommodated (Figure 5a). -
CENTRIFUGE MODELING FOR BLAST STUDIES Wipawi Vanadit-Ellis US Army ...
www-civ.eng.cam.ac.uk/geotech_new/people/ans/MABSPaper.pdf18 Oct 2017: Over the last 30 years, two new techniques have been developed which have proven to accurately simulate gravity-induced stress states in structures subjected to dynamic loadings. -
C i V i L e n g I ...
www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf22 Mar 2010: New Civil Engineer, 5 December 1996, 6–7. 4. ParKer D. Tropical overload. ... New Civil Engineer, 12/26 December 1996, 18–21. 5. burgoyne C. J. -
Slide 1
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decisions%20Presentation.ppt26 Aug 2007: Total cost £10,000. Upgraded for 1991 World Cup by a new heated system of hot water pipes. ... Divide into the 3 clients for a new premiership football club stadium;. -
frprcs9Final00487
www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf26 Mar 2010: Exciting prospects exist for a new type of “FRPcrete” that is more than simply a combination of two existing materials. ... Inevitably, most codes make implicit assumptions that are not obvious. If codes are written too early, they prevent the -
Discussion: Laboratory measurement of strength mobilisationin kaolin: …
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf28 Nov 2013: 2012). Invited keynote: quandary in geomaterialcharacterization: new vs. old. In Shaking the foundations ofgeoengineering education. ... 1975). Discussion: new design procedure for thestability of soft clays. ASCE J. -
DSL - Retractable Roof Structures
www-civ.eng.cam.ac.uk/dsl/roof/planar/planar.html1 Jul 2003: Two physical models of these plate structures have been made to demonstrate some of these new solutions. ... This element consists of two identical angulated bars connected together by a scissor hinge at node E, see Figure 1, and forms the basis of a new -
A note on Taylor's interlocking and Terzaghi’s "true…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm6 Jan 2000: This note was published in Geotechnical News Vol 17 No 4 December 1999. ... Taylor (1948); ‘Fundamentals of Soil Mechanics’, Wiley, New York. Terzaghi (1943); ‘Theoretical Soil Mechanics’, Wiley, New York. -
Slide 1
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20design%20Presentation.ppt26 Aug 2007: P33. Calculate area of new roof. b. Again in order to balance the clockwise and anticlockwise moments about the mast must equal. -
C:\Documents and Settings\Administrator\My…
www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf14 May 2002: The requirement for large apertures that can becompactly packaged for launch and reliably deployed inorbit, to achieve their intended configuration precisely,has spurred extensive new research worldwide. ... 73-80. Levy, R. (1996). Structural Engineering -
S3: Cantilever Roof Design experiment Cut out and Calculate ...
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Student%20Handout.doc5 Apr 2007: Calculate area of new roof. 7. Using the same principles as before how can we calculate the area of the new roof? ... b. Sketch the structure below showing the new forces and dimensions acting on it. -
Coulomb’s (1773) and Rankine’s (1857) soil properties.
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans_pub/30%20Prague%20slides.pptx30 Oct 2017: The toe moves up, initiating shearing and dilation in a new upper failure zone, that finally breaks out of the dense sand surface at the top right. ... Similar trench invert grades in the new 20th century sewer pipes caused flow at same speed. -
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 -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf26 Mar 2010: The extension of the crack will occur only if there is sufficient released energy to create the required new surfaces. ... The energy needed to form associated new fracture surfaces depends on the interface fracture energy, the determination of which is -
Department of Engineering - Bridge Research Group - Research
www-civ.eng.cam.ac.uk/brg/research.html22 Dec 2011: decade. Recent work has resulted in a new lower-bound plastic analysis technique. ... Used in conjunction with an upper-bound yield-line analysis, this new technique could provide assessing engineers with a high degree of confidence in the accuracy of -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/Tliuabbs.html21 Mar 2005: A new theoretical model to explain the de-bonding phenomenon is proposed, and a method of calculating the deflection of the NSM CFRP reinforced concrete beams based on the summation of ... A comparison between the new theoretical predictions and the -
CUED Structures Group Theses - Ashour
www-civ.eng.cam.ac.uk/abstract/gsabs.htm10 Nov 2003: The new model is composed of two pairs of coupled non-linear differential equations; one for the structure and the other for the vortices. ... The new coupled--oscillator model allows the comparison of classes of bridge with various control mechanisms. -
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. -
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., -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf26 Mar 2010: Future maintenance remains the problem for future generations and new structures are built cheaply. ... Fig 4 Net Present Value of not building new bridges in the US with FRP. -
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. -
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. -
D:\Papers\Foldable composite structures-IASS\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf15 Aug 2003: Abstract This paper presents a study of the folding of a new self-powered, self-latching tubehinge for deployable structures. ... An example of this new approach is a self-powered, self-latching tube hinge madeby cutting three parallel slots in a -
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., -
Burgoyne
www-civ.eng.cam.ac.uk/cjb/papers/cp68.pdf20 Jul 2004: They are unable to compete in terms of cost and convenience with the new structure. ... Future maintenance remains the problem of future generations and new structures are built cheaply. -
D:\Current_work\Stiffened Springback ESTEC\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf27 Aug 2002: Set a new base point. Make pattern movei.e. repeat vector from. ... REFERENCES. [1] Anonymous, “Hughes graphite antennas installed on MSAT-2 craft,” Space News, November 1994.[2] Greschik, G., “On the practicality of a family of pop-up -
P:\09-T-N-FL\09242-Chan\Prelims\Prelims
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf6 Feb 2007: 25, ASCE, New York, N.Y., 439–470. Ladd, C. C., and Edgers, L. ... D. (2004). A new designmethod for retaining walls in clay. Canadian GeotechnicalJournal, 41(3): 451–466. -
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 -
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, -
CUED Structures Group Theses - Kwan
www-civ.eng.cam.ac.uk/abstract/kwanabs.htm13 Nov 2003: Due to their importance, research in deployable structures is a new and active field. ... A new deployable mast is proposed and explained in detail in this dissertation. -
Elastic Folding of Reflector Antennas
www-civ.eng.cam.ac.uk/dsl/ltdish.html6 Nov 2007: This new concept consists of a thin walled graphite mesh dish -made from material with a triaxial weave with an integral lattice of ribs and connecting elements, with a stiffening hoop -
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). -
New Document
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_monitoring/photos.htm26 Jun 2001: A fibre-optic pollution sensor. A pollutant plume travelling past two fibre-optic sensors. -
UNIVERSITY OF CAMBRIDGE Department of Engineering Bridge Research…
www-civ.eng.cam.ac.uk/brg/posts/furtherdetails_new.html24 Jul 2006: The primary requirement is for a high intellectual capability and the ability to comprehend new concepts quickly as well as work with other specialist disciplines to produce a working prototype of ... engineers from some of the major bridge owning -
Physical Modelling of Jet Grouting Process
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ji.html22 Dec 2008: A new model is constructed to estimate the ultimate cutting distance by the jet. ... The new model is developed to cover jet grouting cases using single fluid and double fluid jet grouting systems. -
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 -
Department of Engineering - Bridge Research Group - People
www-civ.eng.cam.ac.uk/brg/people.html22 Dec 2011: Since becoming a lecturer at the Department, Cam has continued to investigate new structural analysis and risk assessment techniques for the management of bridges. ... Past PhD Students. Dr Andrew Jackson. Andrew developed a new combined upper and -
New Document
www-civ.eng.cam.ac.uk/geotech_new/facilities/numerical_simulation/solute_transport/photos.htm20 Jul 2001: Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute transport using POLLUTE software. Simulation of solute -
Stability of marine pipelines on unstable and liquefied seabed
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-teh.htm29 Nov 2007: This thesis examines the paradoxes in the conventional definition of soil liquefaction and proposes a new mechanism for wave-induced seabed liquefaction. ... The new design method is verified against measurements from the wave flume experiments, and also -
Response of Ground and Buildings to Deep Excavations and Tunnelling
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-goh.html15 Nov 2010: As a result of the rigorous study, new definitions of relative building stiffness have been proposed and design guidance to estimate the building modification factors are developed from which the building ... of the Pasir Panjang shop houses under the -
Effect of Building Stiffness on Excavation-Induced Displacements
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-shafie.htm26 Jun 2008: Recently, a new approach, based on the relative stiffness of a building and the underlying soil, has been proposed (Potts and Addenbrooks (1997) & Franzius (2004)) to account for the effect of ... Secondly, a centrifuge model, which adopted a new -
Foundation Optimisation and its Application To Pile Reuse
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Leung.html22 Oct 2010: The proposed design tool also includes an optimisation algorithm to obtain the best configuration of new piles to work alongside reused piles. ... A series of optimised reuse options are obtained with various amounts of new pile materials, each leading -
Matthew DeJong - Publications
www-civ.eng.cam.ac.uk/struct/mjd/publications.html10 Jan 2017: Acikgoz MS, DeJong MJ (2013). Linearization and Modal Analysis of Flexible Rocking Structures, NZSEE Conference, Wellington, New Zealand. ... Conf on Structural Analysis of Historical Constructions, New Delhi, India, Vol.
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