Research Article
Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light-Weight Steel Structure
Table 2
Loading procedure for the experimental model.
| | Serial number | Seismic signal | Maximum acceleration (cm/s2) | Seismic intensity |
| | Carry out the resonance test and obtain the natural frequency of the experimental model not subjected to the seismic signal | | 1 | Kobe wave | 0.1 | V | | 2 | El-Centro wave | 0.1 | | Observe cracks and carry out the resonance test | | 3 | Kobe wave | 0.2 | VII | | 4 | El-Centro wave | 0.2 | V | | Observe cracks and carry out the resonance test | | 5 | Kobe wave | 0.3 | VIII | | 6 | El-Centro wave | 0.3 | VI | | Observe cracks and carry out the resonance test | | 7 | Kobe wave | 0.4 | IX | | 8 | El-Centro wave | 0.4 | VII | | Observe cracks and carry out the resonance test | | 9 | El-Centro wave | 0.5 | VIII | | Observe cracks and carry out the resonance test | | 10 | El-Centro wave | 0.6 | IX | | Observe cracks and carry out the resonance test |
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