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22 May 2003: However, time domain integration is far toocomputationally expensive to be carried out for all load cases.A new method of modelling the interaction between a cable andthe seabed in the frequency ... The new methodof seabed modelling will be described next

28 Feb 2003: For example, with. steel reinforcement, the quality of the reinforcement –. concrete bond is a governing factor in shear failure.13,14. Crack-based models for shear are not new: a number. ... and KOBAYASHI Y. Failure. mechanism of new bond-type anchor

22 May 2003: 1996. New design methods for offshore piles, Marine. Technology Directorate (MTD) Publication, 96/103, London. ... Nagayama T. 2000. Press-in piling: The influence of plugging on driveability, Proceedings of the 8th International Conference of the Deep

28 Feb 2003: with permission. In recent years the concept has received new attentionfrom scientists in various fields. ... The new struts were muchstiffer in both bending and torsion, and the necessaryprestress could be provided.

17 Feb 2003: The Traveler-ARM has great potential for enabling new classes of space missions involving large, low frequency space structures. ... R., “Thin-Film and Crystalline Solar Cell Array System Performance Comparisons,” 29th IEEE PhotoVoltaic Specialists

23 Apr 2003: Hierarchical materials are common in nature and have inspired the development of new materials.9,10. ... R.E. (ed.) pp. 641-655, Wiley Interscience, New York, 1966. 7 Mikulas, M.

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.

2 Dec 2003: New Deployable Reflector Concept. This study presents a new deployable structure concept for a low altitude Synthetic Aperture Radar (SAR) satellite (see Figure 1). ... Figure 1: Baseline satellite with classical hinged panels. Figure 2 : New concept

30 Aug 2003: Conf. of the Deep Foundations Institute, New York. 299-310 White D.J.

15 May 2003: Coyle H.M. & Castello R.R. 1981. New design correlations for piles in sand. ... New York. Yen T.L, Lin H, Chin C-T & Wang R-F.

14 Oct 2003: Bhattacharya et al. on “A reconsideration of the safety of piled bridge foundations in liquefiable soils” ________________________________________________________________________________. __________________________________________________________

14 Feb 2003: 3Wong, Y.W. and Pellegrino, S., “Amplitude of wrinklesin thin membrane”. New Approaches to Structural Mechanics,Shells and Biological Structures, (Edited by H.

14 Feb 2003: WA, 2001, AIAA-2001-1263.5 Mansfield, E.H., “Tension field theory, a new ap-proach which shows its duality with inextensionaltheory”, XII Int. ... and Pellegrino, S., “Amplitude of wrin-kles in thin membranes”, New Approaches to Struc-tural

10 Nov 2003: A new type of stick-slip rotary actuator is investigated; angular resolution is as small as 0.2 arcsec and its angular velocity is large as 10 deg/s.

22 Jun 2003: New variations of. integral bridge designs are continuously emerging, however, and it is important that. ... behaviour. Integral bridges are not a new concept. The first section of the M1, constructed in.

12 Dec 2003: A new design of tape-spring Rolamite hinge is presented, which incorporates wires rather than bands, and weighs less than a tenth of previous designs.

12 Nov 2003: Subscripts. new new values (after integration step)old old values (before integration step). ... At mid-deployment four new balloons were at-tached to support the beams.

10 Nov 2003: The six legs of the platform are formed by a new type of actuator.

10 Nov 2003: The examples considered for the original model are re-evaluated using the new model; the equilibrium locations for the anti-symmetric and isotropic cases are found to be unchanged, whilst the.

10 Nov 2003: In this thesis a new approach is proposed for analysing some of the more challenging examples relating to shell buckling.

11 Aug 2003: CPTs in place over the ESB box. A model CPT probe. Pre and post earthquake CPT profiles for the centre of the ESB box. Pre and post earthquake CPT profiles for the end of the ESB box. Deep ESB box, loaded on the centrifuge with the SAM actuator.

15 Oct 2003: 2.1 Test device. A new triaxial test rig was designed to measure the multi-axial shearing response of loose.

13 Nov 2003: In conclusion, the new stiffening system has been shown to significantly reduce the distortions caused by the manufacturing process, thus increasing the surface accuracy.

5 Nov 2003: These difficulties have been overcome through the development of a new miniature sensor, a high air-entry filter element, and a quality-assured method of tensiometer saturation. ... These seasonal displacements are accurately measured at thousands of

11 Aug 2003: