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Enginuity July 2003
www-civ.eng.cam.ac.uk/dsl/enginuity.pdf10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering! -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: This directly affects the economics of the application, and because of uncertainty about the long-term properties can lead to very high factors of safety being applied. ... Doubt about the extrapolation method can have a very real economic effect and can -
frprcs9Final00487
www-civ.eng.cam.ac.uk/cjb/papers/cp83.pdf26 Mar 2010: FIBRE REINFORCED POLYMERS – STRENGTHS, WEAKNESSES,. OPPORTUNITIES AND THREATS. Chris BURGOYNE Department of Engineering, University of Cambridge, UK Keywords: economics, strengths, weakness, applications, design. ... So once again we are being forced -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: Would. such a bridge be economic? It is made from a rectangular block. ... metallic materials, requirements and economic appli-. cations. Proceedings of the 2nd International RILEM. -
Yetginer, A. G., White, D. J. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/168_Geotechnique_No.56_(5)_349_354.pdf12 Oct 2006: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation -
paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf8 Feb 2000: A good exam-ple of an in atable membrane structure is the scien-tic balloon shown in Figure 1. ... The analysis of thelobed cylinder demonstrates that a simple membranestructure becomes unstable for certain parameters.The system stability may be -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: Having taken thisjudgment based on experience, the designer is instructed onthe precise partial factor by which soil strengths, for exam-ple, are reduced. ... In this case, the validity of MSD assumptions was exam-ined for a typical concrete wall -
Bolton, M. D. & Wilson, J. M. R. (1989). ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22_Geotechnique_No39_Is4_585_599.pdf6 Jan 2004: The relationship between the function and the backbone curve will be exam- ined below and its use is crucial to the subsequent analysis of the dynamic characteristics of the soil. -
C i V i L e n g I ...
www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf22 Mar 2010: The decision to make the bridge continuous was a late amendment to the design, and apparently taken on economic grounds since it allowed the new cables to pass from one -
Crack-based analysis of concrete with brittle reinforcement T. J. ...
www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf28 Feb 2003: n bars of reinforcement,each with area A. Fig. 5. Dimensions of beam section considered in the exam-. ... Research on FRP-reinforced concrete has largely fo-. cused on the properties of the reinforcement, for exam-.
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