ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
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•ÅF |
1511-1516•Å
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’˜ŽÒi˜ajF |
Œã“¡@³”ü, ŽR“c@^Ÿ, —é–Ø@Ë”V
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ƒ^ƒCƒgƒ‹i˜ajF |
–Ø‘¢Ž²‘g‚Ì“®“IEÓIŽÀŒ±‚É‚æ‚é‘Ïk«”\•]‰¿
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´˜^i˜ajF |
-
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ƒL[ƒ[ƒhi˜ajF |
U“®‘äŽÀŒ±, –Ø‘¢Ž²‘g, ‘Ïk«”\, ‚Ù‚¼ŽdŒû, ’Œ’f–Ê, •œŒ³—Í“Á«
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Gotou Masami, Masumi Yamada, Yoshiyuki Suzuki
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ƒ^ƒCƒgƒ‹i‰pjF |
DYNAMIC AND STATIC TESTS OF WOODEN FRAMES FOR EVALUATION OF SEISMIC PERFORMANCE
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´˜^i‰pjF |
The static tests and shaking table tests were carried out for evaluating the seismic performance of wooden frames that consist of columns, a beam and a sill. From experimental results, the structural mechanisms of mortise and tenon joints in wooden frames were made clear. In particular, it is found that the specification of mortise-tenon joints and the difference of column section affect significantly on the dynamic and static properties of wooden frames. By comparison of the storied moment applied by external forces and the internal moment of the column, it is pointed out that complicated stresses act on the mortise-tenon joint and these stresses can be diagrammatically classified.
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ƒL[ƒ[ƒhi‰pjF |
Shaking table test, Wooden frame, Seismic Performance, Mortise-tenon joint, Column section, Restoring force characteristics
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‹LŽ–‹æ•ªF |
-
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |