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Shock and Vibration
/
2022
/
Article
/
Tab 11
/
Research Article
Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion
Table 11
The max reduced amplitude of structural dynamic responses with
α
,
ζ
1
, and
f
1
.
Parameter
α
(0.2–2.0) (%)
ζ
1
(2%-7.3 (%)
f
1
(1.0–5.0 Hz) (%)
The degree of reduction
98
60
89