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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Techno Press
2011
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