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...

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Bibliographic Details
Main Authors: Mahmood, Md. Tahir (Author), Mirasa, Karim (Author), Osman, Mohd.Hanim (Author)
Format: Article
Language:English
Published: Penerbit UTM Press, 1998-12.
Subjects:
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