Research Article
Analysis of Dynamic Response and Fatigue Life of Masonry Pagoda under the Influence of Train Vibration
Table 5
Domestic and foreign control standards for ancient buildings.
| Names of standard or scholar | Vibration limit/(mm/s) | Applicable categories | Notes on applicability |
| International standard ISO [32] | 2.5∼10 | Safety | | German standard DIN4150-3-1999 [33] | 2.5 | Safety | Long-term vibration; horizontal limiting value of the top floor | Swiss standard SN640312-1992 [34] | 3.0 | Safety | The vibration sources are mechanical, transportation and construction equipment | FTA standard [35] | 3.08 | Safety | — | Technical specifications for protection of historic buildings against man-made vibrations GB/T50452-2008 [36] | 0.15∼0.2 | Integrity | The position that bears the maximum load (the key cultural relics site under the state protection, ancient masonry structure) | Remington and Kurzweil [37] | 2 | Safety | — | Konon and Schuring [38] | 6.4∼12.7 | Safety | — | Yang and Pan [39] | 1.8 | Safety | — |
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