Elastic Stability of Flexibly Connected Frames
Most stability analyses of building frames are based on the assumption that the beams and columns are rigidly connected. However, many beam-to-column connections exhibit nonrigid, flexible behavior. This paper presents a method for modifying the stability analysis for flexibly-connected frames. The...
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| Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1983-01, Vol.109 (1), p.241-245 |
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| container_title | Journal of structural engineering (New York, N.Y.) |
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| creator | Ackroyd, Michael H Gerstle, Kurt H |
| description | Most stability analyses of building frames are based on the assumption that the beams and columns are rigidly connected. However, many beam-to-column connections exhibit nonrigid, flexible behavior. This paper presents a method for modifying the stability analysis for flexibly-connected frames. The procedure is demonstrated for a simple portal frame, and observations are made on the effects of connection stiffness on frame buckling capacity. |
| doi_str_mv | 10.1061/(ASCE)0733-9445(1983)109:1(241) |
| format | Article |
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| fulltext | fulltext |
| identifier | ISSN: 0733-9445 |
| ispartof | Journal of structural engineering (New York, N.Y.), 1983-01, Vol.109 (1), p.241-245 |
| issn | 0733-9445 1943-541X |
| language | eng |
| recordid | cdi_proquest_miscellaneous_23225906 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | TECHNICAL NOTES |
| title | Elastic Stability of Flexibly Connected Frames |
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