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1 ‹à‘òH‹Æ‘åŠw@ŽYŠw˜AŒgŽº@‹³Žö
2 Œ¤‹†Žx‰‡‹@\@‹à‘òH‘啍’uŒ¤‹†Š@’nˆæ–hÐŠÂ‹«‰ÈŠwŒ¤‹†Š@ŒÚ–â

Œ¤‹†•ª–ì‚ð•\‚·ƒL[ƒ[ƒh
ƒL[ƒ[ƒh
‘ϐkÝŒvearthquake resistance
§Uvibration control
ÕŒ‚impact
’Ôg‰ðÍwave analysis of TSUNAMI
“®“I‰ðÍdynamic analysis
\‘¢‰ðÍstructural analysis
À‹übuckling

Œ»Ý‚̐ê–啪–ì
  ê–啪–ì
1 Œš’z\‘¢•¨‚̑ϐkÝŒv Œš’z\‘¢‰ðÍ
 E•ª—ށF Œš’z\‘¢EÞ—¿

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  Œ¤‹†ƒe[ƒ}
1 ’´‚‘wƒrƒ‹‚̊ȈՉðÍ–@ “ƒó\‘¢•¨‚̐§U —דŒš’z•¨“¯Žm‚̏Փ˂ɂæ‚鑹ŠÉ˜a ’·ŽüŠú’nk“®‚ɑ΂·‚é\‘¢•¨‚̑ϐk‘΍ô ’Ôg‚É‚æ‚é\‘¢•¨‚̉ž“š
simplified analysis of high-rise buildings vibration control of slender structures, relaxation method for pounding action between adjacent buildings at expansiob joint, earthquale resistant of structures subject to long frequency wave, structural damage by TSUNAMI

 EƒL[ƒ[ƒhF ‘ϐkÝŒv(earthquake resistant)A\‘¢‰ðÍ(structural analysis)A’´‚‘wƒrƒ‹(high-rise buildings)
 E•ª—ށF Œš’z\‘¢EÞ—¿
 EŒ¤‹†—l‘ԁF ‘I‘ð‚µ‚È‚¢

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