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Advances in Civil Engineering
/
2019
/
Article
/
Tab 2
/
Research Article
Dynamic Property of a New Type of Postearthquake Temporary Prefabricated Lightweight Steel Structure
Table 2
Damping ratio of the experimental model (%).
In
X
direction
In
Y
direction
= 16.724
= 48.339
= 10.986
= 32.684
Damping ratio
1.0397
0.8211
1.2985
0.2889