ŒfÚŽGŽi˜ajF“ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W
VolF11Šª
”NF 2002”N
•ÅF 601-604•Å
’˜ŽÒi˜ajF ‰ª–{@—S‰ÊCXˆä@—YŽjC“¡Œ´@’îŽOC¼”g@FŽ¡
ƒ^ƒCƒgƒ‹i˜ajF ’¹ŽæŒ§¼•”’nk‚É‚æ‚é“ú–ì’¬‰º‰|’n‹æ‚Ì–{k„’è‚Æ–Ø‘¢”íŠQ
´˜^i˜ajF -
ƒL[ƒ[ƒhi˜ajF ’¹ŽæŒ§¼•”’nkA“ú–ì’¬‰º‰|A–{k„’èA–Ø‘¢”íŠQ
ŒfÚŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜ŽÒi‰pjF Yuka Okamoto, Takeshi Morii, Teizo Fujiwara, Koji Matsunami
ƒ^ƒCƒgƒ‹i‰pjF ESTIMATION OF MAIN SHOCK AND DAMAGE OF WOODEN HOUSES IN SHIMOENOKI, HINO TOWN SUBJECTED TO THE TOTTORIKEN-SEIBU EARTHQUAKE
´˜^i‰pjF The 2000 Tottoriken-Seibu Earthquake registered MJMA=7.3 took place in the west of Tottori Pref. and the seismic intensity is recorded 6 higher in Hino. The degree of damage is low compared with that of the 1995 Hyogoken-Nanbu Earthquake. But Shimoenoki in Hino near the hypocenter suffered a remarkable damage. In this research, the relationship between the intensity of the ground motion and damage of wooden houses in Shimoenoki is analyzed based on the records of after shocks and micro-tremor using the record of main shock (KiK-net TTRH02) 2km west of the site. The responses of wooden houses subjected to the estimated main shock are compared with a damage distribution.
ƒL[ƒ[ƒhi‰pjF 2000 Tottoriken-Seibu Earthquake, Shimoenoki, Estimation of Main Shock, Damage of Wooden Houses
‹LŽ–‹æ•ªF -
‹æ•ªF ˆÏˆõ‰ï˜_•¶W