유한 요소법을 이용한 나 슬래브의 2차원 바닥 충격진동 해석

The relationship between floor impact sound and vibration has been studied by field measurements, and the vibration modal characteristics have been analyzed. Vibration levels impacted by a standard heavy-weight impact source have been predicted according to the main design parameters using finite element method. Experimental results show that the dominant frequencies of the heavy impact sounds range below 100Hz and that they are coincident with natural frequencies of the concrete slab. In addition, simple 2-dimensional finite element models are proposed to substitute 2 types of 3-dimensional models of complicated floor structural slabs those by. The analytical result shows that the natural frequencies from first to fifth mode well correspond to those by experiments with an error of less than 12%, and acceleration peak value iscoincident with an error of less than 2%. Using the finite element model, vibration levels areestimated according to the design parameters, slab thickness, compressive strength, and as a result, the thickness is revealed as effective to increase natural frequencies by 20~30% and to reduce the vibration level by 3~4dB per 30mm of extra thickness.