Seismic Damage Assessment of Steel Buildings considering Viscoelastic Dampers in Near-Field Earthquake

Table 2

Specifications of the sections of the elements used [46].

Parameter	Beam			Column
	First floor	Second floor	Third floor	First floor	Second floor	Third floor
Area	7	6.85	6.1	9.1	7.6	7.6
Moment of inertia	135	122	64.9	107	86	86
Bending anchor	28.5	29.6	18.9	29.9	24.3	24.3