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4 Oct 2011: Struct. Engrs, London, June 1991. Burgoyne C.J., Parafil ropes - from development to application, IABSE Colloquium on New Materials, Cambridge, July 1991. ... Burns Symposium on Historic Innovations in Prestressed Concrete, ACI SP-231, 15-32, New Orleans,

22 May 2003: CONCLUSIONS. INTRODUCTION. The proposed new method of modelling seabed interaction has shown to improve the overall accuracy of frequency domain analysis. ... sion Prediction of Model D (new method). remains accurate even when amplitude of excitation is

29 Feb 2000: A new technique for performing yield-line analysis has been developed recently at Cambridge University and implemented in a computer program called C.

9 Sep 2014: products and wastes and (ii) new cement formulations based on different chemistry with.

20 Jul 2009: Existing understandingon NAPL source dissolution was enhanced by the incorporation of rate-limiting effects in these models.A new flow by-pass factor, Fb, was developed to capture permeability contrast effects.

17 Dec 1998: In contrast, Pokrovsky’s "efforts" gave the Soviets a "new and efficient" research asset. ... Terzaghi, Peck and Mesri (1996), Soil Mechanics in Engineering Practice, Wiley, New York.

10 Sep 2003: result not only in the production of new ideas, butalso in action which will be of positive benefit tothe national economy.”. ... Philip Guildford – New Director of Research. For further information, please contact Philipon pg28@cam.ac.uk.

26 Mar 2010: Nemati and Monteiro: A New Method to Observe Three-Dimensional Fractures in Concrete Using Liquid Metal.

26 Jan 1999: Theoretical soil mechanics. Wiley, New York. Timoshenko, S.P. 1953. History of strength of materials. ... McGraw Hill, New York. 6 APPENDIX. Heyman’s translations of passages quoted above.

2 Feb 2006: to continue moving along several different paths. 3 Case study. We have analysed the deployment behaviour of several 6-rod linkages, and new insights into the kinematicbehaviour of such structures have

26 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;.

21 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

22 Feb 2011: The work was carried out in association with theNot all towers are new - this one is in Suzhou, China.

22 May 2003: RESULTS. The proposed new method, together with the two existing methods mentioned earlier, are tested and compared against a full time domain situation. ... CONCLUSIONS. The proposed new method of modelling seabed interaction has shown to improve the

26 May 2004: A new concept:. The standard design for a space-based SAR (shown above) is based on rigid surfaces deployed by motorised hinges.

26 Mar 2010: interface fracture energy required to create the new surfaces GF: If GR GF the crack will extend causing debonding.

25 Aug 2006: The energy required to create the associated new surfaces depends on interface fracture energy which is first reviewed and methods to determine is also discussed. ... The energy needed to form new surfaces can be calculated when the interface fracture

8 Apr 2011: The common design lifetime for bridges is 120 years. It is impossible to conduct tests for these durations before using new materials. ... Crow, E.L. and Shimizu, K. (1988). Lognormal Distributions:Theory and Application, New York: Dekker.

5 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.

11 Jul 2007: a) Existing approach (b) New Approach. Fig. 1 – Design of Indeterminate Reinforced Concrete Structures. ... The EI distribution corresponding to this factored moment distribution is input to the analysis with the new factored loading and the process is