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

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

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.,

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.

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.,

19 Jan 2001: It is suggested that the use of partially-bonded tendons couldprovide the basis of a new design method for concrete beamsprestressed with fiber reinforced plastic (FRP) tendons. ... 15-20. 9. Kakihara, R. et al., “A New Aramid Rod for the Reinforcement

18 May 2007: apply. Once the correct wrinkling orientation has been founda new effective elasticity matrix Def f can be determined that relates a given state of strain to a state ofuniaxial stress. ... Theresults are compared in Figure 8. The left column shows the

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

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.

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

19 Oct 2004: The average integration method used by CALTRANS and New Zealand codes to calculate the spiral shear contribution was revised; both theoretical and practical recommendations were given regarding their  design factor.

23 Sep 1998: Deployable structures for masts and reflector antennas. by Zhong You. This dissertation presents several new concepts of deployable structures used for mast and antenna reflector applications.

10 Aug 2004: to actuation. A new approach, for static shape control is presented where the structure is assumed to have general geometry and.

14 Aug 2001: DNAPL migration through a. two-layer inclined-bed sand model. DNAPL migration through a. two-layer inclined-bed sand model. DNAPL migration through a. two-layer inclined-bed sand model. DNAPL migration through a. two-layer inclined-bed sand model.

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).

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,

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: Strength and safety assessment of concrete bridges. by C.R.Middleton. Abstract:. A new technique for evaluating the ultimate strength of concrete bridges has been developed which enables a wide variety

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

16 Jul 2010: LoBEG Autumn Meeting, London, UK. AUSTROADS 2009, Aukland, New Zealand. London Underground Composite Structures Group, London, UK.

12 Jul 2007: thast are requiredduring the construction of ‘new build’, Therefore the design of such foundations can be done by using plasticity theory and optimum reinforcement can be provided. ... and Peck, R.B., Soil Mechanics in Engineering Practice, 2nd ed.,

10 Nov 2003: Furthermore, a new particle remeshing strategy is presented. The convergence and applicability of the method to engineering fluid dynamics problems is.

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.

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.

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.

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

6 Jun 2001: The Lower San Fernando Dam suffered failure by lateral spreading in 1971. The Showa Bridge's pile foundations moved due to lateral spreading. Soil piling up around a bridge pier in Taiwan. Flow around a centrifuge model pile.

10 Nov 2003: This dissertation attempts to develop new analysis techniques and experimental investigations for the vibration of space membrane structures. ... These modelling techniques are extended to a new type of curved-membrane reflectors, to investigate their

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.

10 Nov 2003: A new prediction method is presented to determine the natural frequencies and mode shapes of flat membranes of any shape vibrating in a fluid medium at any pressure.

11 Jul 2007: design of new US Federal buildings. GSA 2003 is more detailed than the UK Requirement A3. ... submitted for publication. [8] GSA 2003: Progressive Collapse Analysis and Design Guidelines for New Federal Office.

26 Mar 2010: by Zachariades, et. Al, Marcel Dekker Inc., New York, pp. 327-335.

31 Aug 2001: I will compare the costs of the new structure with the equivalent traditional structure.”. ... How might I best utilise the strengths of the new materials, and minimise theirweaknesses?”.

8 Feb 2000: The results of this simula-tion provide considerable new insights into the structuralmechanics of bi-stable shells, as well as predicting thestress distribution, curvature variation, etc. ... At this point, the edge momentswere removed by running a new

27 Mar 2010: However, these materials are relatively new for this type of application, and there is little knowledge on the behaviour of such structures, particularly their long term properties. ... 42, No. 8, 2007. [8] R. Vaseghi, “A new method of termination for

3 Feb 2004: 22|The Structural Engineer – 6 January 2004. paper: burgoyne. Structural engineers are increasingly finding themselvesassessing existing structures rather than designing new ones.These need to be checked because loads have changed

30 Mar 2010: On the other hand, it is impossible to conduct tests for these durations before using new materials. ... This paper examines the long-term stress-rupture behaviour of aramids, using new test results on Kevlar 49 and Technora yarns.

17 Aug 2001: 8z Schwartz, F.W. (1990). Physical and chemical hydrogeology. New York:. John Wiley & Sons Inc.

3 Aug 2011: The whole test package is presented in FIG 1(a). A new two-axis servo actuator was designed to apply vertical loads to the model pile.

26 Mar 2010: Chris BURGOYNE 1 Hau-Yan LEUNG 2. 1 Department of Engineering, University of Cambridge, UK 2 School of Construction, Unitec, Auckland, New Zealand Keywords: aramid, compression, confinement, analysis 1 INTRODUCTION. ... J.,. 84, 266-273, 1987. [12]

27 Mar 2010: C. J. Burgoyne and H. Y. Leung SYNOPSIS: This paper describes an experimental study of a new form of prestressed concrete beam. ... C. J. Burgoyne and H. Y. Leung. SYNOPSIS:. This paper describes an experimental study of a new form of prestressed

30 Sep 2005: Wiley and Sons. New York. Randolph, M.F. and Wroth C.P. (1978) "An Analysis of the Deformation of Vertical.

17 Sep 2001: In his 1773 paper he reported new rock strength data. Terzaghi (1936), in “A fundamental fallacy in earth pressure computation”, rejected Rankine’s theory of limiting statics of granular media, (Sokolovski),

10 Dec 2005: It is claimed that they were. so cheap that new construction was unable to compete. ... application to a new storage and distribution facility for H.M. Stationery Office at.

20 Jul 2007: 5. Conclusions and further workA new tool for synthesis of two-way grid structures has been presented. ... Schlaich, J. New trade fair in Milan - Grid Topology and Structural behaviour of a free-formed.

11 Jul 2007: Morley Symposium on Concrete Plasticity and its Application. University of Cambridge 23rd July, 2007. WHEN PLASTICITY? Chris MORLEY. Department of Engineering, University of Cambridge, UK Keywords: concrete, plasticity, cracking, flow, size effect,

17 Aug 2001: small hydraulic gradient. Proof test of new air valves and package arranccmcm.

20 Mar 2000: in floorsto receive lift shafts, or in chimneys toallow the addition of new flues. ... New Technologies in Structural Engineer-ing, Lisbon, 1997. [53] EGAN, J. Rethinking Construction.