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22 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

27 Nov 2017:

5 Jul 2001: Tape-Spring Rolling Hinges. Alan M. Watt. Outline of Talk. Why build new hinges. ... Moment - rotation properties. Damping. Wire Effects. Applications of hinges. Why build new hinges.

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.

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

25 Jul 2012: The new model embeds the non-linear elasticity and strain hardening and softening properties into the ordinary Mohr Coulomb model.

4 May 2012: The improved performance of the new models is demonstrated through materialpoint simulations of a variety of conventional and nonconventional laboratory tests.The importance of anisotropy for boundary value problems is then

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.

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

20 May 2014: the 2010-2011 Christchurch, New Zealand earthquakes) in areas where extensive. liquefaction and lateral spreading occurred.

26 Jun 2001: The 10 metre beam centrifuge. A centrifuge package on its swing. An instrumented foundation. A flexible earthquake model container.

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

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

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.

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

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.

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

22 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.

20 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.

11 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.

11 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].

22 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

17 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.

22 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.

11 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).

18 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.

26 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

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;.

1 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

6 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.

26 Aug 2007: P33. Calculate area of new roof. b. Again in order to balance the clockwise and anticlockwise moments about the mast must equal.

26 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.

14 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.,

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.

8 Apr 2011: As the load T increases, new cracks form when the. concrete strain exceeds its cracking strain.

13 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.

15 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

26 Mar 2005: design. Older codes were based on permissiblestresses at the working load; new codes use moment capacities at the ultimateload.

20 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.

6 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.

16 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.,

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

3 Nov 2010: Other research has aimed to:. develop a new non-destructive method for the detection of corrosion using electromagnetic sensors in collaboration with industry. ... Recently research has been conducted into using wireless sensors for structural health

13 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.

21 Jul 2008: American Soci-ety of Mechanical Engineers (ASME), New York. PaperOMAE2008-57923. Cheuk, C.Y., White, D.J., and Dingle, H.R.C. ... Mercati. American Society of Mechanical En-gineers (ASME), New York. Vol. 5, pp.

14 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

10 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,

22 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

6 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