Limiting the sway on multi-storey un-braced steel frames bending on weak axis with partial strength connections

This paper investigates the design using wind-moment method for semi-rigid un-braced steel frames bending on weak axis. A limiting sway method has been proposed to reduce the frame sway. Allowance for steel section optimization between moment of inertia on minor axis column and major axis beam was u...

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Bibliographic Details
Main Authors: Md. Tahir, Mahmood, Shek, Poi Ngian
Format: Article
Published: Techno Press 2011
Subjects:
Online Access:http://eprints.utm.my/id/eprint/29221/
http://dx.doi.org/10.12989/sem.2011.38.6.825
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Institution: Universiti Teknologi Malaysia