Máthé, Alíz Éva and Cipela, Cristian (2018) Semi-Rigid Steel Frames Located in Seismic Areas. Papers on Technical Science, 9. pp. 159-162. ISSN 2601-5773
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Official URL: https://doi.org/10.33894/mtk-2018.09.35
Abstract
The realistic response of the steel frames cannot always be investigated with idealized rigid or articulated joints. For sideways loads, significant calculation errors may occur if the modeling of the joints does not take into account their most realistic behaviour. The use of semi-rigid joints, both in design and construction, can result in favourable structural properties in the case of steel frames, especially in seismic areas.
| Item Type: | Article |
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| Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
| Depositing User: | Zsolt Baráth |
| Date Deposited: | 17 Aug 2022 09:33 |
| Last Modified: | 17 Aug 2022 09:33 |
| URI: | http://real.mtak.hu/id/eprint/146503 |
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