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...
| Autors principals: | , , |
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| Format: | Article |
| Idioma: | English |
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Penerbit UTM Press
1998
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| Matèries: | |
| Accés en línia: | http://eprints.utm.my/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf |
| _version_ | 1825910123579572224 |
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| author | Mahmood, Md. Tahir Mirasa, Karim Osman, Mohd.Hanim |
| author_facet | Mahmood, Md. Tahir Mirasa, Karim Osman, Mohd.Hanim |
| author_sort | Mahmood, Md. Tahir |
| collection | ePrints |
| description | 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 analysis, to derive equations for optimum design. This method is suitable for hand calculation. A series of rigid jointed unbraced steel frames was studied with column bending on minor axis. The accuracy of the design equation was found to be good by comparison with linear elastic computer analysis. Ultimate limit state and serviceability limit state were checked for the frames. |
| first_indexed | 2024-03-05T18:12:21Z |
| format | Article |
| id | utm.eprints-7940 |
| institution | Universiti Teknologi Malaysia - ePrints |
| language | English |
| last_indexed | 2024-03-05T18:12:21Z |
| publishDate | 1998 |
| publisher | Penerbit UTM Press |
| record_format | dspace |
| spelling | utm.eprints-79402012-11-12T04:18:26Z http://eprints.utm.my/7940/ Limiting sway for unnbraced steel frame with column bending on minor axis Mahmood, Md. Tahir Mirasa, Karim Osman, Mohd.Hanim TA Engineering (General). Civil engineering (General) 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 analysis, to derive equations for optimum design. This method is suitable for hand calculation. A series of rigid jointed unbraced steel frames was studied with column bending on minor axis. The accuracy of the design equation was found to be good by comparison with linear elastic computer analysis. Ultimate limit state and serviceability limit state were checked for the frames. Penerbit UTM Press 1998-12 Article PeerReviewed application/pdf en http://eprints.utm.my/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf Mahmood, Md. Tahir and Mirasa, Karim and Osman, Mohd.Hanim (1998) Limiting sway for unnbraced steel frame with column bending on minor axis. Jurnal Teknologi (29). pp. 7-21. ISSN 0127-9696 http://www.jurnalteknologi.utm.my/index.php/jurnalteknologi/article/view/1033 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Mahmood, Md. Tahir Mirasa, Karim Osman, Mohd.Hanim Limiting sway for unnbraced steel frame with column bending on minor axis |
| title | Limiting sway for unnbraced steel frame with column bending on minor axis |
| title_full | Limiting sway for unnbraced steel frame with column bending on minor axis |
| title_fullStr | Limiting sway for unnbraced steel frame with column bending on minor axis |
| title_full_unstemmed | Limiting sway for unnbraced steel frame with column bending on minor axis |
| title_short | Limiting sway for unnbraced steel frame with column bending on minor axis |
| title_sort | limiting sway for unnbraced steel frame with column bending on minor axis |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.utm.my/7940/1/MahmoodMdTahir1998_LimitingSwayForUnnbracedSteel.pdf |
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