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8-2Šª
”N�F
1990”N
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1599-1604•Å
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PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
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G. A. MacRae, A. J. Carr, W. R. Walpole
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THE DYNAMIC BEHAVIOUR OF MULTISTOREY STEEL FRAMES
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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.
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