ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 11Šª |
”NF |
2002”N
|
•ÅF |
1003-1008•Å
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’˜ŽÒi˜ajF |
‰–è@’õ˜YC›–ì@‚OC”’Î@CÍ
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ƒ^ƒCƒgƒ‹i˜ajF |
‚kŒ^ƒuƒƒbƒNŽ®ŒW‘DŠÝ‚Ì’nkŽž‹““®‚ÉŠÖ‚·‚é–ÍŒ^U“®ŽÀŒ±
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´˜^i˜ajF |
-
|
ƒL[ƒ[ƒhi˜ajF |
–ÍŒ^U“®ŽÀŒ±CLŒ^ƒuƒƒbƒNŽ®ŒW‘DŠÝC‘Ïk
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Yoshio Shiozaki, Takahiro Sugano, Nobuaki Shiraishi
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ƒ^ƒCƒgƒ‹i‰pjF |
SHAKING TABLE TESTS ON THE DAYNAMIC BEHAVIOUR OF CANTILEVER QUAY WALLS
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´˜^i‰pjF |
To ascertain the seismic stability of cantilever quay wall (L-shaped block), a series of shaking table tests was carried out. From the test results, the following conclusions are drawn. 1) The cantilever quay wall and the backfill rubble above the bottom slab moved together. 2) High vertical earth pressure was observed on the rear edge of the bottom slab, which improved the seismic stability of the structure.
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ƒL[ƒ[ƒhi‰pjF |
Shaking table test, Cantilever quay wall, Earthquake resistant
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‹LŽ–‹æ•ªF |
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‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |