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Shock and Vibration
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2016
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Article
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Tab 4
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Research Article
Effect of Temperature Variation on Modal Frequency of Reinforced Concrete Slab and Beam in Cold Regions
Table 4
The variation percentage of modal frequencies for FE model.
Mode
1
2
3
4
Variation percentage (%)
−0.22615
−0.22632
−0.22633
−0.22632