ŒfÚŽGŽi˜ajF
“ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€u‰‰W
VolF
5Šª
”NF
1978”N
•ÅF
1321-1328•Å
’˜ŽÒi˜ajF
-
ƒ^ƒCƒgƒ‹i˜ajF
-
|
´˜^i˜ajF
-
|
|
ƒL[ƒ[ƒhi˜ajF
-
|
ŒfÚŽGŽi‰pjF
PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
’˜ŽÒi‰pjF
Koichi TAKANASHI, Kuniaki UDAGAWA, Hisashi TANAKA
ƒ^ƒCƒgƒ‹i‰pjF
EARTHQUAKE RESPONSE ANALYSIS OF STEEL FRAMES BY COMPUTER-ACTUATOR ON-LINE SYSTEM
|
´˜^i‰pjF
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[ƒhi‰pjF
-
|
‹LŽ–‹æ•ªF
-
‹æ•ª
@@@ˆÏˆõ‰ï˜_•¶W