Research Article
Analysis of Dynamic Response and Fatigue Life of Masonry Pagoda under the Influence of Train Vibration
Table 1
Dimensions of Liangxiang Pagoda (m).
| | Floor | Story height | Length of outer wall | Length of inner wall | Thickness of outer wall | Thickness of inner wall | Tower column | Gate arch | Thickness of floor slab |
| | Tower spire | 6.588 | — | — | — | — | — | — | — | | 5 | 5.742 | 4.056 | 2.143 | 1.386 | — | 2.4 × 2.4 | 1.45 × 2.28 | 1.91 | | 4 | 5.807 | 4.362 | 2.602 | 1.478 | 1.108 | 2.4 × 2.4 | 1.57 × 2.54 | 1.94 | | 3 | 6.521 | 4.668 | 2.602 | 1.755 | 1.108 | 2.4 × 2.4 | 1.61 × 2.65 | 2.17 | | 2 | 7.203 | 4.974 | 2.755 | 1.940 | 1.108 | 2.4 × 2.4 | 1.68 × 2.84 | 2.40 | | 1 | 7.619 | 5.281 | 2.755 | 2.032 | 1.108 | 2.4 × 2.4 | 1.80 × 3.28 | 2.54 | | Foundation support | 6.372 | 6 | — | — | — | — | — | — |
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