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Shock and Vibration
/
2018
/
Article
/
Tab 3
/
Research Article
Deterministic and Probabilistic Serviceability Assessment of Footbridge Vibrations due to a Single Walker Crossing
Table 3
Probabilistic design values
,
after ISO 2394 [
37
].
Relative costs of safety measures
Consequences of failure
Small
Some
Moderate
Great
High
[
]
[
]
[
]
[
]
Moderate
[
]
[
]
[
]
[
]
Low
[
]
[
]
[
]
[
]