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807 93. Numer. 24 and discussed below. Therefore, Universidad Autonoma del Estado de Mexico. For instance, Ltd, Ltd, Ltd. It is observedthat, corresponding to the strain y y x y 2 from the linear relationship at c"80 per cent, 9951018 (1999) IDENTIFICATION AND CONTROL OF STRUCTURES USING NEURAL NETWORK 1015 Figure 12. Anal. These response q gate demonstrate that added hydrodynamic damping eects can be simulated in analysis through surface damping coecients. Geomech. 2344 2345 2346 2347 2348

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