Research Article
Seismic Evaluation of a Multitower Connected Building by Using Three Software Programs with Experimental Verification
Table 3
Natural vibration periods of the Main Tower and Annex Tower.
| Order | The Main Tower | The Annex Tower | Period(s) | Description | Period(s) | Description |
| (1) | 2.36 | Translation in | 1.05 | Translation in | (2) | 1.33 | Translation in | 0.97 | Translation in | (3) | 1.20 | Torsion | 0.74 | Torsion | (4) | 0.61 | Second translation in | 0.26 | Local vibration of roof | (5) | 0.39 | Second translation in | 0.24 | Local vibration of roof | (6) | 0.33 | Second torsion | 0.23 | Second torsion |
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