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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

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

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

10 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.

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

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.,

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.

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.

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

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

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.,

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.

27 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

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,

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.

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

25 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

22 Jan 2002: Graduate Texts in Mathematics, Springer, New York. 9. Figures. (a). (b).

26 Jun 2001: A fibre-optic pollution sensor. A pollutant plume travelling past two fibre-optic sensors.

24 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

22 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.

14 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

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

20 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

29 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

15 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

26 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

22 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

10 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.

27 Apr 2005: A new plastic deformation mechanism for the indentation of a circular punch in undrained clay has been developed. ... New plastic deformations mechanisms with continuous displacement fields have been developed for stability calculations of braced

20 May 2002: The new technique builds upon the capabilities of existing self-boring pressuremeter (SBP) devices. ... The technique shows tremendous promise, particularly in soft clay deposits. The new FEM constants were also successfully used to interpret the test

3 Nov 2010: Incremental wall deformation profiles generally followed the O’Rourke cosine bulge equation and a new deformation mechanism was proposed with respect to wall toe fixity and excavation geometry. ... A new dimensionless group has been defined using the

26 Jan 2006: Data obtained showed that the earth pressure dropped to below active values (when horizontal stress was compared to the nominal vertical stress at a given depth), represented by a new coefficient ... New theoretical approaches involving analogies with

10 Nov 2003: R D Kangwai. Abstract:. 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

10 Nov 2003: In this dissertation, a new approach to stress-based equilibrium models is developing for use with the force method of analysis. ... A new method of analysis, the Tangent Equation Approach, is developed for linear-elastic perfectly-plastic analyses.

27 Oct 2008: The first tunnel instrumentation was implemented in an old masonry tunnel when a new tunnel was constructed obliquely underneath the old tunnel. ... springline nearer to the new tunnel recorded higher compressive strain than the opposite springline.

22 Jun 2009: In order to speed up the computation, the new SPH package was developed for the open source molecular dynamics code “LAMMPS” (Large-scale Atomic/Molecular Massively Parallel Simulator). ... engineering. The SPH package with the new soil models and

26 Jun 2001: temperatures. Geotechnical centrifuge model testing was performed on the Cambridge balanced arm centrifuge using new equipment.

2 Nov 2011: A new method is formulated to predict long-term horizontal and vertical surface displacements after excavation of a single tunnel, and incorporates an improved measure of relative soil-lining permeability.