| ³í¹®¸í |
±¸Á¶¹°¿¡ ¹ß»ýÇÏ´Â ¼öÁ÷Áøµ¿ÀÇ ÃøÁ¤ ¹× Æò°¡ / Measurement and Evaluation of Vertical Vibration of Structures |
| ¼ö·Ï»çÇ× |
´ëÇѰÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è), v.16 n.1 (1996-04) |
| ÆäÀÌÁö |
½ÃÀÛÆäÀÌÁö(303) ÃÑÆäÀÌÁö(4) |
| ¿ä¾à1 |
In this paper the vertical vibration is measured and evaluated according to the guidelines of building vibration of Japan and ISO, etc, And, to verify the dominant frequency of slab, the analytical study is followed. The vertical vibrations of slab that is measured in an office and a factory exceed the limit of serviceability This makes us further research in this field. In analytical methods, the moment of inertia of beam makes great effects on the eigen values. In steel or RC frame, the moments of inertia of beam must be calculated on the T-section, And, the boundary conditions are carefully chosen to model the vertical vibration phenomenon. |