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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,

2 Jul 2007: Wembley. http://blog.fanfaktor.de/images/wembley-stadium.jpg. Twickenham. Stadium Photo Copyright Realistic Photo Graphics Ltd. Man U. www.manchesterpremieraction.com/theatre-of-dr.. Millenium Stadium. Murrayfield. www.worldstadiums.com. Emirates.

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.

27 Nov 2017:

31 Jul 2008: These new formulations, based on power series, are applicable for any degree of shear stiffness and any axial load. ... The new element formulations, together with the proposed solution procedures are implemented into an essentially new computer program.

24 Sep 2002: Compared to the design of new structures, existing structures have to be treated differently.

10 Nov 2003: This dissertation is an attempt to inject new ideas into the field of deployable structures. ... Previous work on this concept is reviewed, and a new analysis of the fold pattern is presented.

23 Sep 1998: A new theoretical model is developed to explain the experimental behaviour, it allows the block to lose contact with the foundation after impact. ... The predictions of the new 'bouncing' model match the experimental results well.

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.

27 Sep 2002: One of the key ideas being examined is how Proffessor Rackwitz' new Life Quality Index approach to setting target safety levels can be applied in practical situations.

4 Nov 2003: by R D Kangwai. A symmetric structure is a structure that can be brought into a new position which is mechanically and geometrically identical to its original position. ... This thesis provides a new application of group theory to the force method of

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

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.

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.

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

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

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

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

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

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.

29 Sep 2004: 1994. Middleton, C.R. Example collapse and reliability analyses of concrete bridges using a new analysis technique in Developments in Short & Medium Span Bridge Engineering, Editors A.Mufti, B.Bakht & ... Middleton, C.R. The application of new analysis

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

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

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.

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

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

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.

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.

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].

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 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

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.

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.

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;.

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

28 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.

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.

14 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

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.

30 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.

8 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

26 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