ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
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•ÅF |
2087-2090•Å
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’˜ŽÒi˜ajF |
‰ª“c@¬KC‚ˆä@L—YC‘¾“c@—m–F
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ƒ^ƒCƒgƒ‹i˜ajF |
–Ø‘¢Z‘î‚̊ȈՂȑÏk¸–§f’f–@‚Ì’ñˆÄ|”÷“®‚̃JƒIƒX“I‰ðŽß‚É‚æ‚é|
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´˜^i˜ajF |
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ƒL[ƒ[ƒhi˜ajF |
Šù‘¶•s“KŠiŒš’z•¨C‘Ïkf’fC”÷“®‘ª’èC–ØŽ¿\‘¢CƒJƒIƒX—˜_
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Shigeyuki Okada, Nobuo Takai, Hiroyoshi Ohta
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ƒ^ƒCƒgƒ‹i‰pjF |
SEISMIC CAPACITY EVALUATION FOR WOODEN HOUSE -BY MEANS OF THE CHAOS THEORY ON MICROTREMORS-
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´˜^i‰pjF |
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[ƒhi‰pjF |
Existing non-conformed building, Seismic capacity evaluation, Microtremors measurement, Wooden structure, Chaos theory
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‹LŽ–‹æ•ªF |
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |