Œf�ÚŽGŽ��i˜a�j�F
“ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W
Vol�F
9-2Šª
”N�F
1994”N
•Å�F
1315-1320•Å
’˜ŽÒ�i˜a�j�F
–ì’Ã�@Œú�C�@ŽO“¡�@�³–¾�C�@•—ŠÔ�@ŠîŽ÷�C�@ˆî•x�@—²�¹
ƒ^ƒCƒgƒ‹�i˜a�j�F
�…•½�E�㉺“ñ•ûŒü“üƒJ‚µ‚½ƒP�[ƒ\ƒ“ŠÝ•Ç-’n”ÕŒn‚Ì–ÍŒ^�U“®ŽÀŒ±
|
�´˜^�i˜a�j�F
-
|
|
ƒL�[ƒ��[ƒh�i˜a�j�F
-
|
Œf�ÚŽGŽ��i‰p�j�F
PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
’˜ŽÒ�i‰p�j�F
Atsushi NOZU, Masaaki MITOU, Motoki KAZAWA, Takamasa INATOMI
ƒ^ƒCƒgƒ‹�i‰p�j�F
SHAKING TABLE TESTS ON CALSSON TYPE QUAYWALL-GROUND SYSTEM SUBJECTED TO BOTH HORIZONTAL AND VBRTICAL SEISMIC MOTION
|
�´˜^�i‰p�j�F
Shaking table tests are conducted to investigate the effect of vertical seismic motion on the response of caisson type quaywall-ground system. Both eartbquake wave and sine wave are used as input wave. Earthquake-wave test indicates that the larger the amplitude of vertical seismic motion is, the hrger the permanent displacement of the caison is, that is, vertical seismic motion is a dangerous factor for caisson type quaywall-ground system. Sine-wave tests suggests that the phase diffierence between vertical and horizontal seismic motion has some effect on the behavior of the system.
|
|
ƒL�[ƒ��[ƒh�i‰p�j�F
-
|
‹LŽ–‹æ•ª�F
-
‹æ•ª
�@�@�@ˆÏˆõ‰ï˜_•¶�W