Search

22 Aug 2001: 2 0.25 0.3 0. 3 5. [Sl0. 0 4 ’ 1 Node 20. ... z 0.005. 0 50 100 150 20(. [Hz]I. 0.02 -. l-IO.0.

17 Aug 2001: 0,’ = (q’ 20,,‘)/3 (4). The Youngs modulus is given by,.

21 Mar 2001: 20. 4 Results 22. 4.1 Introduction. 224.2 Phase II Results. 224.3 Phase III Results. ... 250. 300. (a) 8 ribs. 0 10 20 30 40 50 60 700.

17 Aug 2001: 2 2 , I. %G 0 ACC 2. - 2 20 2 4 6 8 1 0 1 2.

9 Nov 2001: Transport-supported beam. 20. For the transport-support condition it. was found2 that the non-dimensional buckling. ... suggested by Laszlo and Imper,20 if adequate. reserves against stability problems cannot.

17 Aug 2001: At the selected acceleration (60g) for testing, the measuredvariations of bending strains using the foil gauge transducer were up to I- 20% of the meanvalues, whereas the semiconductor gauges gave a ... January 1995 Page 20.

19 Jan 2001: tendon. To investigate possibleeffects due to an asymmetrical distribution of bond, the lengthsof the bonded tendon segments on one side of the beam were in-creased to 20 mm [Fig. ... 15-20. 9. Kakihara, R. et al., “A New Aramid Rod for the

17 Aug 2001: Kocaeli earthquake. For YPT and ARC signals, NS against EW were plotted for the 5-20, 20-35, 35-50. ... duration of 5-20, 20-35 and 35-50 seconds respectively. 29. Figure 3.5.2 Particle acceleration trajectories for ARC NS and EW components for.

29 Aug 2001: 20 minutes. The piston was replaced by a piston fitted with an annular irathane pressure bag, in preparation. ... The -20’ to 20’ profiles. clearly indicates that the clay to the rigirlt of the tower has heaved.

22 Aug 2001: 1 0. 0 4 8 1 2 1 6 20 24 2 8Corrected Prototype Depth, zpc (m). ... being 0.90. , leakage occurcd vertical stressbefore CPTStarted. 0-i I I I 1 I I 8 I I I I I 1 I0 4 8 12 16 20 24 28.