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, Mirasa, Karim, Osman, Mohd.Hanim
Format:	Article
Language:	en
Published:	Penerbit UTM Press 1998
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.utm.my/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf http://eprints.utm.my/7940/ http://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/1033
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