Effect of Temperature Variation on Modal Frequency of Reinforced Concrete Slab and Beam in Cold Regions

Table 8

RMSE of predicted modal frequencies.

Model	Mode
	1	2	3	4
SLRM	0.6300	2.6074	7.1337	7.1117
MLRM	0.5120	2.2273	5.5846	5.2544