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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| Main Authors: | , , |
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| 格式: | Article |
| 语言: | English |
| 出版: |
Penerbit UTM Press
1998
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| 主题: | |
| 在线阅读: | http://eprints.utm.my/id/eprint/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf http://eprints.utm.my/id/eprint/7940/ http://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/1033 |
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