¼ÒÃÄË¡¿Í¡¡ÊªÍýõºº³Ø²ñ
Âè135²ó(Ê¿À®28ǯÅÙ½©µ¨)³Ø½Ñ¹Ö±é²ñ


·§ËÜ»ÔÆîË̬Àþ¤Ë¤ª¤±¤ë2016ǯ·§ËÜÃϿ̤Î;¿Ì´Ñ¬¤È¤½¤ÎÃϲ¼¹½Â¤Ä´ºº

¹Ö±éÍ×»Ý(ÏÂʸ)
·§ËÜÊ¿Ìî¤ÎÃÏ¿ÌÆ°ÆÃÀ­¤òɾ²Á¤¹¤ë¤³¤È¤òÌÜŪ¤È¤·¤Æ¡¤·§ËÜÊ¿Ìî¤òÆîË̤˽ÄÃǤ¹¤ëÁíĹÌó15km¤Î¶è´Ö¡Ê·§ËÜÊ¿ÌîÆîË̬Àþ¡Ë¤Ë¤ª¤¤¤Æ2016ǯ·§ËÜÃϿ̤Î;¿Ì´Ñ¬¤ò¼Â»Ü¤·¤¿¡¥³Æ´Ñ¬ÅÀ¤Îµ÷Î¥¤Ï¤½¤ì¤¾¤ì¿ô100m¡Á1­ÒÄøÅÙ¤·¤«Î¥¤ì¤Æ¤¤¤Ê¤¤¤Ë¤â¤«¤«¤ï¤é¤º¡¤ÆÀ¤é¤ì¤¿ÃÏ¿ÌÇÈ·Áµ­Ï¿¤«¤é¤Ï¤½¤ÎÃÏ¿ÌÆ°¤ÎÆÃÀ­¤Ë°ã¤¤¤¬¤¢¤ë¤³¤È¤¬³Îǧ¤µ¤ì¤¿¡¥¤Þ¤¿¡¤·§ËÜÊ¿ÌîÆîË̬Àþ¤Ç¤ÎɽÁØÃÏÈפˤè¤ëÃÏÈ×ÁýÉý¤Î°ã¤¤¤Ë¤Ä¤¤¤Æ³Îǧ¤¹¤ë¤¿¤á¤Ë³Æ´Ñ¬ÅÀ¤ÇÈùÆ°¥¢¥ì¡¼´Ñ¬¤ò¹Ô¤Ê¤¤¡¤SPACË¡¤Ë¤è¤ê¥ì¥¤¥ê¡¼ÇÈ°ÌÁê®ÅÙ¤ò¿äÄꤷ¤¿¡¥¤½¤Î·ë²Ì¡¤²Ð»³´äÎबʬÉÛ¤·¤Æ¤¤¤ë²Õ½ê¤ËÀßÃÖ¤·¤Æ¤¤¤ë´Ñ¬ÅÀ¤Ç¤Ï®¤¤°ÌÁê®ÅÙ¤¬»»½Ð¤µ¤ì¤¿¡¥°ìÊý¡¤·§ËÜÊ¿ÌîÆâ¤Î³Æ´Ñ¬ÅÀ¤Ë¤ª¤¤¤Æ¤Ï¡¤¤¤¤º¤ì¤â5¡Á10Hz¤Þ¤Ç100m/sÄøÅÙ¤ÎÃÙ¤¤¥ì¥¤¥ê¡¼ÇÈ°ÌÁê®ÅÙ¤¬»»½Ð¤µ¤ì¤¿¤¬¡¤ÃϿ̵­Ï¿¤ÈƱÍͤˡ¤´Ñ¬ÅÀ´Ö¤Ç¤½¤ÎÆÃÀ­¤Ë°ã¤¤¤¬¤¢¤ë¤³¤È¤¬¤ï¤«¤Ã¤¿¡¥

¹Ö±éÍ×»Ý(±Ñʸ)
To evaluate the characteristics of earthquake ground motions in the Kumamoto Plain, we installed 15 temporary seismic stations along a north-south line at the Kumamoto Plain. We report seismic data of the 2016 Kumamoto earthquake at the temporary seismic stations. And also, we performed array microtremors observations at the seismic stations, to estimate the local site effects. We obtained phase velocities of Rayleigh waves by the SPAC method. As a result, we confirmed that phase velocities at rock-site increase up to 1 km/s for frequencies of around 15 Hz and phase velocities at sedimentary sites in the Kumamoto Plain are constant at 100 m/s for frequencies larger than 5 - 10 Hz.