Energy Dissipation and Local, Story, and Global Ductility Reduction Factors in Steel Frames under Vibrations Produced by Earthquakes

Table 1

Beam and columns sections for Models 1 and 2.

Model	Story	Columns		Girder
		Exterior	Interior
1	1\2	W14X257	W14X311	W33X118
	2\3	W14X257	W14X312	W30X116
	3\ROOF	W14X257	W14X313	W24X68
2	−1/1	W14X370	W14X500	W36X160
	1/2	W14X370	W14X500	W36X160
	2/3	W14X370	W14X500,W14X455	W36X160
	3/4	W14X370	W14X455	W36X135
	4/5	W14X370,W14X283	W14X455,W14X370	W36X135
	5/6	W14X283	W14X370	W36X135
	6/7	W14X283,W14X257	W14X370,W14X283	W36X135
	7/8	W14X257	W14X283	W30X99
	8/9	W14X257,W14X233	W14X283,W14X257	W27X84
	9/ROOF	W14X233	W14X257	W24X68