Research Article
Shaking Table Tests on Earthquake Response Characterization of a Complex Museum Isolated Structure in High Intensity Area
Table 11
Test program for the base-fixed structure.
| Test case | Input signal | Peak value of input acceleration(g) | Note | | | |
| 1 | White noise | 0.05 | 0.05 | 0.05 | — | 2 | El(NS)- | 0.092 | | | Minor 7 | 3 | LWD(EW)- | 0.092 | | | Minor 7 | 4 | TJ(EW)- | 0.092 | | | Minor 7 | 5 | ART- | 0.092 | | | Minor 7 | 6 | El(NS)- | | 0.092 | | Minor 7 | 7 | LWD(EW)- | | 0.092 | | Minor 7 | 8 | TJ(EW)- | | 0.092 | | Minor 7 | 9 | ART- | | 0.092 | | Minor 7 | 10 | El- | 0.092 | 0.078 | 0.060 | Minor 7 | 11 | LWD- | 0.092 | 0.078 | 0.060 | Minor 7 | 12 | TJ- | 0.092 | 0.078 | 0.060 | Minor 7 | 13 | White noise | 0.05 | 0.05 | 0.05 | — | 14 | EL(NS)- | 0.264 | | | Moderate 7 | 15 | LWD(EW)- | 0.264 | | | Moderate 7 | 16 | TJ(EW)- | 0.264 | | | Moderate 7 | 17 | ART- | 0.264 | | | Moderate 7 | 18 | EL(NS)- | | 0.264 | | Moderate 7 | 19 | LWD(EW)- | | 0.264 | | Moderate 7 | 20 | TJ(EW)- | | 0.264 | | Moderate 7 | 21 | ART- | | 0.264 | | Moderate 7 | 22 | EL- | 0.264 | 0.224 | 0.171 | Moderate 7 | 23 | LWD- | 0.264 | 0.224 | 0.171 | Moderate 7 | 24 | TJ- | 0.264 | 0.224 | 0.171 | Moderate 7 | 25 | White noise | 0.05 | 0.05 | 0.05 | — | 26 | EL(NS)- | 0.581 | | | Major 7 | 27 | LWD(EW)- | 0.581 | | | Major 7 | 28 | TJ(EW)- | 0.581 | | | Major 7 | 29 | ART- | 0.581 | | | Major 7 | 30 | EL(NS)- | | 0.581 | | Major 7 | 31 | LWD(EW)- | | 0.581 | | Major 7 | 32 | TJ(EW)- | | 0.581 | | Major 7 | 33 | ART- | | 0.581 | | Major 7 | 34 | EL- | 0.581 | 0.494 | 0.378 | Major 7 | 35 | LWD- | 0.581 | 0.494 | 0.378 | Major 7 | 36 | TJ- | 0.581 | 0.494 | 0.378 | Major 7 | 37 | White noise | 0.05 | 0.05 | 0.05 | — |
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