Research Article
Sensor Placement Strategies for the Seismic Monitoring of Complex Vaulted Structures of the Modern Architectural Heritage
Table 3
Modal properties of the structure and classification of the main vibration modes, considering the damage of the infill walls.
| Mode | Frequency | Mass fraction | Mode classification | Hz | x | y | z |
| 1 | 1.7550 | 0.143 | 0.000 | 0.000 | 1st bending X: vault | 3 | 2.0167 | 0.000 | 0.882 | 0.000 | 1st bending Y: vault and apse | 6 | 2.4033 | 0.058 | 0.000 | 0.000 | 2nd bending X: vault and apse | 11 | 2.9619 | 0.000 | 0.018 | 0.001 | 2nd bending Y: pounding between the apse and the vault | 12 | 2.9705 | 0.084 | 0.000 | 0.000 | Apse and SAP slab | 16 | 3.2535 | 0.000 | 0.006 | 0.000 | Tympanum |
|
|