Limiting sway for unnbraced steel frame with column bending on minor axis
The proposed method is presented for the design of multi-storey steel frames to limiting values of horizontal sway deflection. The frame is divided into statically determinate sub-frames by assuming points of contraflexture. Allowance for steelwork costs is then used, together with slope-deflection...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Penerbit UTM Press,
1998-12.
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Subjects: | |
Online Access: | Get fulltext |