| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
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| •Å�F |
2087-2090•Å
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| ’˜ŽÒ�i˜a�j�F |
‰ª“c�@�¬�K�C�‚ˆä�@�L—Y�C‘¾“c�@—m–F
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
–Ø‘¢�Z‘î‚̊ȈՂȑÏ�k�¸–§�f’f–@‚Ì’ñˆÄ�|”÷“®‚̃JƒIƒX“I‰ðŽß‚É‚æ‚é�|
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| �´˜^�i˜a�j�F |
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
Šù‘¶•s“KŠiŒš’z•¨�C‘Ï�k�f’f�C”÷“®‘ª’è�C–ØŽ¿�\‘¢�CƒJƒIƒX—�˜_
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Shigeyuki Okada, Nobuo Takai, Hiroyoshi Ohta
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
SEISMIC CAPACITY EVALUATION FOR WOODEN HOUSE -BY MEANS OF THE CHAOS THEORY ON MICROTREMORS-
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| �´˜^�i‰p�j�F |
Though evaluation of seismic capacity of wooden house is important, a present diagnosis has not sufficiently been applied because of the complicated procedures and a large expenditure of money and time on enforcement of the diagnosis. This research aims to develop a handy diagnosis method in order to solve the issues. The chaos theory is introduced into the analytical method based on the microtremors measurement of buildings. As a result, we completed the handy and sophisticated method capable of correct diagnosis.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
Existing non-conformed building, Seismic capacity evaluation, Microtremors measurement, Wooden structure, Chaos theory
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| ‹LŽ–‹æ•ª�F |
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |