| ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
| VolF | 11Šª |
| ”NF |
2002”N
|
| •ÅF |
1501-1504•Å
|
| ’˜ŽÒi˜ajF |
-
|
| ƒ^ƒCƒgƒ‹i˜ajF |
-
|
| ´˜^i˜ajF |
-
|
| ƒL[ƒ[ƒhi˜ajF |
-
|
| ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
|
| ’˜ŽÒi‰pjF |
Cagri OKTEM, Kenichi OHI, Yoichi MORI, Zhao-song LAN, Takumi ITO, Peiyu FANG
|
| ƒ^ƒCƒgƒ‹i‰pjF |
HYBRID DESIGN POINT SEARCH ON FAILURE MECHANISM FORMATION OF 2-STORY FRAME UNDER EQUVALENT-STATIC EARTHQUAKE LOADING
|
| ´˜^i‰pjF |
An adaptive loading system is developed to examine a design point of multi-story steel test frames subjected to uncertain load pattern. Lateral loads are given as a random combination of basic load patterns, and the system drives a test frame to the most likely failure situation. Two-story steel moment resisting frames are tested considering a failure mechanism formation of plastic collapse as a tentative limit state. A random 2-dof lateral force is given by a random combination of two basic load patterns, which are arranged to represent elastic earthquake load effects. Hybrid design point search or adaptive loading tests on the 2-story frame are performed, and the detected likely failure mechanisms are compared with the results of pseudo-dynamic response tests to deterministic excitations.
|
| ƒL[ƒ[ƒhi‰pjF |
First-order reliability method, Computer-controlled loading test, Collapse mechanism, Multi-story frame, Equivalent-static loading, Pseudo-dynamic test
|
| ‹LŽ–‹æ•ªF |
-
|
| ‹æ•ªF |
ˆÏˆõ‰ï˜_•¶W |