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            structures at  sea  by  the  Technical  Research  Association of  Mega-Float  in  Japan.  The  prototype
            structure is a pontoon type structure with the dimension of 300m length, 60m breadth, 2m depth and
            0.5m  draft, and installed at real sea having the water depth of 8m. The scale ratio of the model was
            1/30, with  9.75m  length. A  series of tank test  were  conducted and  vertical motions  and  bending
            moments were measured using potentiometers and strain gages, respectively in regular waves. Similar
            experiments were carried out by  Shin et al. (1999) using a model having the scale ratio of  U42.857
            with 7m length for the same prototype structure and the experimental results were compared with the
            analytical ones.
            In  this paper,  the  experimental results using the  model  with the  scale ratio of  1/20 for the  same
            prototype structure were summarized and, in particular, they were compared with the other existing
            experimental  data  to  investigate  the  response-dependence on  the  water  depths  chosen  for  the
            experiment.


            2  DESIGN AND FABRICATION OF A TEST MODEL

            An  1/20 scaled model of the prototype was designed and fabricated considering the size of the wave
            tank and capability of the wave maker of the Korea Research Institute of Ship and Ocean Engineering
            that  has  the  dimension  of  56m  length,  30m  breadth  and  5m  depth.  The  model  was  built  up  by
            mechanically  bolting  15 units of aluminum honeycomb sandwich plates, each unit of which has the
            dimension of lm(L) x 3m(B), using H-beam of the size of 3m length and cross section of 55x3 +39x3
            mm. The total thickness of the model was 39mm, in which the thickness of face and bottom plates
            were  lmm respectively, and that of honeycomb core was 37mm. In order to get the desired draft of
            25mm,  593 counter-weights, each having  the weight of  1 kg,  were  uniformly distributed over the
            surface of the model. For simulating the dolphin fender mooring system of the prototype, the mooring
            device composed of horizontal bar and universal joints was also designed. The complete test model
            and the mooring device are shown in the figure 1 and 2, respectively.

















                                     Figure 1 : The complete test model

            For  model  tests,  it  is nearly  impossible to fabricate a model to  satisfy the similarity laws in both
            geometry and strength. In the hydroelastic model tests, it is common to build the model to satisfy the
            frequency similarity law between the exciting wave and the structure. The wave frequencies of real sea
            wave and the test wave in wave tanks have the following relationship by the similarity law and wave
            dispersion relations:
                                           (f,,),  = J;x(fLJ,                       (1)
            where r is the scale ratio and the subscripts m and p denote the model and the prototype, respectively.
            Therefore, the model should be built to satisfy the following relationship in the natural frequencies of
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