@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 8-2Šª ”NF 1990”N •ÅF 1599-1604•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF G. A. MacRae, A. J. Carr, W. R. Walpole ƒ^ƒCƒgƒ‹i‰pjF THE DYNAMIC BEHAVIOUR OF MULTISTOREY STEEL FRAMES ´˜^i‰pjF
This paper describes some aspects of the behaviour of moment-resisting steel frames under seismic loading. Inelastic dynamic time-history analyses were carried out in order to obtain suitable recommendations for the design of this type of frame in New Zealand. Included is a brief summary of some of the major findings from these analyses which have consequences in selecting a method for the determination of column sizes. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W