Dynamic Behavior and Serviceability Analysis of a New Type of U-Shaped Steel-Concrete Composite Floor Slab

Table 5

Calculated frequencies of two types of FEM.

	Order 1	Order 2	Order 3	Order 4	Order 5	Order 6
FEM I	6.18	8.89	11.68	12.26	14.45	15.86
FEM II	4.36	7.06	7.86	9.43	9.86	10.13