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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.

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

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?”.

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

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),

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

17 Aug 2001: Prediction of deformations is very important from a earthquakegeotechncial engineer designing a new structure. ... XIII Intl. Conf. on SoilMechanics and Foundation Engineering, Vol.4., New Delhi, India.

17 Aug 2001: 6. Using the new effective stressescalculated by substracting the pore pressure from the initial effective stressvalues gives an undrained Young’s modulus of 1570.8 kPa. ... Terzaghi, K. Theoretical Soil Mechanics, John Wiley & Sons., New York, 1943.

17 Aug 2001: but with the ANN initialised to a new set of random weights, to examine the repeatability of the. ... the error is larger than the tolerance value iterate the process with the new, updated weights.

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

17 Aug 2001: This report concerns itself with theperformance of this new actuator under ‘high g’ centrifuge tests. ... A brief description of the principle of this new earthquake actuator is presented next.

9 Nov 2001: Engineering News. and Publishing Co., New York, 1909. 30. NIELSENIELSEN M. ... Wiley,. New York, 1980. 39. MUFTIUFTI A. A., JAEGARAEGAR L. G., BAKHTAKHT B.

9 Nov 2001: Lees and C. J. Burgoyne. University of Cambridge. There is a growing interest in the use of new materials in construction. ... and Noritake K.A new aramid rod for the reinforcement of prestressed concrete.

5 Apr 2001: A new type of multipurpose deployable membrane reflector, known as the Collapsible Rib Ten-.

17 Aug 2001: was granted an exclusive licence to incorporate the new intellectua l property in their “Geotech” centrifuges. ... 1st Int Conf ISSMFE (Harvard) various passages Terzaghi (1943), Theoretical Soil Mechanics, John Wiley, New York.

9 Nov 2001: New. Civil Engineer, 7 Oct. 1993, 35. 11. NEWEW CIVILIVIL ENGINEERNGINEER. ... Theory of. Elastic Stability. McGraw-Hill, New York, 1961,. 2nd edn. 179.

9 Nov 2001: 43. Lest it be thought that long, thin beams. are either new or restricted to bridges, an older.

6 Feb 2001: c). Additionalmembers. Figure 2: New concept. New Concept. The proposed reflector structure is based on the tensiontruss concept. ... Correcting these problems. should not be difficult when a new model is made.

10 Nov 2001: New Concept. The proposed reflector structure is based on the tension truss concept. ... AstroMesh reflector. However, there are two key differences between the new concept and the AstroMesh.

17 Aug 2001: 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.