Effect of Damping and Yielding on the Seismic Response of 3D Steel Buildings with PMRF

Table 2

Beam and columns sections for the equivalent models.

Model	Story	Columns		Girders
		Exterior	Interior
3-level	1\2	W16 × 67	W14 × 109	W12 × 170
	2\3	W16 × 67	W14 × 109	W14 × 120
	3\roof	W16 × 67	W14 × 109	W16 × 40
10-level	−1/1	W18 × 143	W21 × 166	W24 × 162
	1/2	W18 × 143	W21 × 166	W24 × 162
	2/3	W18 × 143	W21 × 166	W24 × 162
	3/4	W18 × 143	W21 × 147	W21 × 166
	4/5	W18 × 143	W21 × 147	W21 × 166
	5/6	W21 × 93	W27 × 84	W21 × 166
	6/7	W21 × 93	W27 × 84	W21 × 166
	7/8	W14 × 145	W18 × 106	W24 × 68
	8/9	W14 × 145	W18 × 106	W12 × 152
	9/roof	W24 × 62	W18 × 97	W16 × 67