Stiffness of a fire-damaged reinforced concrete column during unloading after high-intensity horizontal impact
Introduction. The consequences of destructive earthquakes show that the problem of analyzing the response of reinforced concrete frames under seismic loads after a fire is urgent. The calculation models applied in this case for individual elements and buildings as a whole should take into account th...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2023-09-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | https://www.vestnikmgsu.ru/jour/article/view/46 |