Seismic behaviour of semi-rigid steel frames
This paper deals with aspects of the performance and design of steel frames with semi-rigid connections under earthquake loading conditions. Current evidence on the feasibility of this type of structure for seismic design is discussed. This is followed by a description of a testing programme on two-...
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| Veröffentlicht in: | Journal of constructional steel research 1994, Vol.29 (1), p.149-174 |
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| container_title | Journal of constructional steel research |
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| creator | Elnashai, A.S. Elghazouli, A.Y. |
| description | This paper deals with aspects of the performance and design of steel frames with semi-rigid connections under earthquake loading conditions. Current evidence on the feasibility of this type of structure for seismic design is discussed. This is followed by a description of a testing programme on two-storey frames with rigid and semi-rigid beam-to-column connections. A brief account of the results from five monotonic, cyclic and pseudo-dynamic tests is presented. An analytical component-based model is verified in comparison with the tests; static and dynamic response comparisons are undertaken. The model is used to investigate further the effect of semi-rigid connections on the member as well as the frame behaviour. It is shown from both the experimental and analytical investigations that semi-rigid frames exhibit ductile and stable hysteretic behaviour and may be used effectively in earthquake-resistant design. |
| doi_str_mv | 10.1016/0143-974X(94)90060-4 |
| format | Article |
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Current evidence on the feasibility of this type of structure for seismic design is discussed. This is followed by a description of a testing programme on two-storey frames with rigid and semi-rigid beam-to-column connections. A brief account of the results from five monotonic, cyclic and pseudo-dynamic tests is presented. An analytical component-based model is verified in comparison with the tests; static and dynamic response comparisons are undertaken. The model is used to investigate further the effect of semi-rigid connections on the member as well as the frame behaviour. It is shown from both the experimental and analytical investigations that semi-rigid frames exhibit ductile and stable hysteretic behaviour and may be used effectively in earthquake-resistant design.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/0143-974X(94)90060-4</doi><tpages>26</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0143-974X |
| ispartof | Journal of constructional steel research, 1994, Vol.29 (1), p.149-174 |
| issn | 0143-974X 1873-5983 |
| language | eng |
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| source | ScienceDirect Journals (5 years ago - present) |
| title | Seismic behaviour of semi-rigid steel frames |
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