Journal of Engineering / 2017 / Article / Tab 1

Research Article

Seismic Performance of Steel Frames with Semirigid Connections

Table 1

Structural performance of frame with semirigid and rigid connections [21].

Component numberComponent typeRigid-frameSemirigid frame

1ColumnW24 68W21 73
2ColumnW21 73W21 73
3ColumnW18 40W6 15
4ColumnW21 50W24 68
5ColumnW16 36W18 35
6ColumnW12 40W18 35
7BeamW18 35W16 26

Total weight (kg)4574.003938.10
Top storey displacement (cm)0.961.20
Maximum interstorey drift0.480.52