Modelling exterior beam?column joints for seismic analysis of RC frame structures?.
In common practice, the local response of beam?column joints is not considered for the seismic analysis of multistorey reinforced concrete (RC) frame structures, where these critical regions are typically assumed as rigid. Studies that incorporate the local effect of the joints in the seismic analys...
| Argitaratua izan da: | Earthquake engineering & structural dynamics. 37, 13 (2008). |
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| Egile nagusia: | |
| Formatua: | Artikulua |
| Hizkuntza: | English |
| Gaiak: |