Œf�ÚŽGŽ��i˜a�j�F
“ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€�u‰‰�W
Vol�F
5Šª
”N�F
1978”N
•Å�F
1321-1328•Å
’˜ŽÒ�i˜a�j�F
-
ƒ^ƒCƒgƒ‹�i˜a�j�F
-
|
�´˜^�i˜a�j�F
-
|
|
ƒL�[ƒ��[ƒh�i˜a�j�F
-
|
Œf�ÚŽGŽ��i‰p�j�F
PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
’˜ŽÒ�i‰p�j�F
Koichi TAKANASHI, Kuniaki UDAGAWA, Hisashi TANAKA
ƒ^ƒCƒgƒ‹�i‰p�j�F
EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAMES BY COMPUTER-ACTUATOR ON-LINE SYSTEM
|
�´˜^�i‰p�j�F
Several examples of the non-linear earthquake response analyses have been reported in the previous papers, since the principle and the procedure of the analysis by the computer-actuator on-line system were described. Here, some improvements in the system and further examples of analyses are reported. The non-linear response of a 1-bay 2-story steel frame is demonstrated, which is the initial attempt of the application of the system to a two degrees of freedom system. A frame with bolted joints is also analysed, which has the extremely complicated restoring force characteristics due to the slippages at the joints.
|
|
ƒL�[ƒ��[ƒh�i‰p�j�F
-
|
‹LŽ–‹æ•ª�F
-
‹æ•ª
�@�@�@ˆÏˆõ‰ï˜_•¶�W