Research Article
Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light-Weight Steel Structure
Table 3
The drift angle of the experimental model subjected to the seismic signal.
| | Seismic signal | Storey | Maximum acceleration of the seismic signal (cm/s2) | | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | | Drift angle (rad) |
| | Kobe wave | First floor | 1/166666 | 1/68111 | 1/44265 | 1/23329 | — | — | | Second floor | 1/38461 | 1/14725 | 1/6116 | 1/5420 | — | — |
| | El-Centro wave | First floor | 1/103773 | 1/48034 | 1/25882 | 1/15089 | 1/15120 | 1/10387 | | Second floor | 1/17600 | 1/8245 | 1/4960 | 1/3631 | 1/3078 | 1/2615 |
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