During an earthquake the in-plane response of infills interacts with the out-of-plane response, primarily governed by the arching mechanism developed because of the boundary frame. The assessment of the out-of-plane capacity of infills and its reciprocal dependence with in-plane damage constitutes an open question. The paper suggests an extension of the capability of the traditional inplane macro-models to capture the simultaneous in-plane and out-of-plane response of infills. A practical modelling procedure is proposed and validated using experimental data. The possibility to simulate the arching action is achieved by using distributed plasticity fiber-section elements, able to directly account for the coupling between axial load and bending moment.
Prediction of the out-of-plane response of infilled frames under seismic loads by a new fiber-section macro-model / Shing, P.B.; Cavaleri, L.; Di Trapani, F.. - (2016), pp. 1325-1332. ((Intervento presentato al convegno 16th International Brick and Block Masonry Conference, IBMAC 2016 tenutosi a ita nel 2016.
Titolo: | Prediction of the out-of-plane response of infilled frames under seismic loads by a new fiber-section macro-model |
Autori: | |
Data di pubblicazione: | 2016 |
Abstract: | During an earthquake the in-plane response of infills interacts with the out-of-plane response, p...rimarily governed by the arching mechanism developed because of the boundary frame. The assessment of the out-of-plane capacity of infills and its reciprocal dependence with in-plane damage constitutes an open question. The paper suggests an extension of the capability of the traditional inplane macro-models to capture the simultaneous in-plane and out-of-plane response of infills. A practical modelling procedure is proposed and validated using experimental data. The possibility to simulate the arching action is achieved by using distributed plasticity fiber-section elements, able to directly account for the coupling between axial load and bending moment. |
ISBN: | 9781138029996 |
Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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http://hdl.handle.net/11583/2673115