Žํ•ส ˜_•ถ
Žๅ‘่ DAMAGE TO STRUCTURES IN RIKUZENTAKATA REGION DUE TO TSUNAMI
•›‘่
•M“ช’˜Žา “A‹ส—ดi‹ใBH‹ฦ‘ๅŠwj
˜A–ผŽา1 KถŒซŽกi‹ใBH‹ฦ‘ๅŠwj
˜A–ผŽา2 ด…‰pŽ๗i‘ๅ“๚–{ƒRƒ“ƒTƒ‹ƒ^ƒ“ƒgj
˜A–ผŽา3 •t—›i‹ใBH‹ฦ‘ๅŠwj
˜A–ผŽา4
˜A–ผŽา5`
ƒL[ƒ[ƒh ’ร”g”ํŠQAZ‘๎Œš•จA‹ดAƒภ@”ไ—ฆA’ร”g—ฌ‘ฌAtsunami damageAresidential buildingAbridgeAratio ƒภAtsunami velocity
Šช 34
† 2
ๆ“ชƒy[ƒW 811
––”๖ƒy[ƒW 816
”N“x 2012
—vŽ| Triggered tsunami from the Great East Japan Earthquake hit coastal areas of eastern Japan. Based on field survey to structures in Rikuzentakata, 70% RC buildings suffered non-structural damage and 100% timber buildings were destroyed while about 40% bridges flowed out. It is found that the indicator ƒภ ratio (between bridge resistance and tsunami impact force) is effective to judge outflow of bridge superstructure. Tsunami velocity in Rikuzentakata is estimated to be 7.0m/s. Tsunami velocity in river area is greater than in land area due to the effect of wave shape and friction of land.
PDFƒtƒ@ƒCƒ‹–ผ 034-01-2136.pdf


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