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...
| Autores principales: | , , |
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| Formato: | Artículo |
| Lenguaje: | English |
| Publicado: |
Penerbit UTM Press
1998
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| Materias: | |
| Acceso en línea: | http://eprints.utm.my/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf |