Distribution of Seismic Damage in Steel Buildings Component Equipped by Viscoelastic Dampers against Far-Field Earthquake

Table 5

The specifications of the sections of the elements [42].

Parameter	Beam			Column
	1^st floor	2^nd floor	3^rd floor	1^st floor	2^nd floor	3^rd floor
Area (cm^2)	7	6.85	6.1	9.1	7.6	7.6
Moment of inertia (cm^4)	135	122	64.9	107	86	86
Bending anchor (cm^3)	28.5	26.8	18.7	29.9	24.3	24.3