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However the methodology of algorithmic analysis is different from that of computational complexity theory in that primary emphasis is placed on gauging the efficiency of various specific algorithms for solving a given problem.
The emphasis has been placed on gauging the significance of physical parameters that affect the response of the system and identify the circumstances under which it is necessary to include the SSI effects in the design of seismically isolated bridges.
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The LIMETS 3 high strain fatigue set-up has the following main characteristics: it is equipped with a mechanical extensometer placed on the gauge length and capable of working immersed in stagnant LBE at temperatures between 200 and 500 °C.
Cyclic tests with strain gauges placed on the coating have been performed to evaluate the strains developing during loading.
where A and b are parameters that can be estimated by fitting experimental data from rain gauges placed on the area investigated by the radar.
The strain measurements for each load increment were obtained from strain gauges placed on the concrete and the reinforcement and from a linear variation deformation transducer (LVDT) placed at the bottom and on the sides of the girder.
One specimen from each group had five strain gauges placed on the fixing plate so that the strains in the plate could be recorded as a function of increasing load (Fig. 1c).
The numerical gauges placed on the border of Domain C are shown in Fig. 5, and the maximum positive and negative water levels obtained by the end of each simulation are presented in Table 2.
Water was circulated to a loading gauge, placed on a dry moisture reservoir, and connected to a water bath to keep the interface at 37° ± 0.5° C. The loading gauge and support surface was adjusted 23cm below the water bath level and the air flow through the interface initiated.
Thereafter one mercury in-silastic strain gauge was placed on the upper third of the right forearm for blood flow measurements by plethysmography [ 5].
Rebar strain gauges were placed on the top and bottom rebars of the deck in the vertical and lateral directions.
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