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Comparison of cyclic response of reinforced concrete infilled frames with experimental results
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Orientador(es)
Resumo(s)
This paper intends to estimate the numerical cyclic response of RC frames with and without masonry infill
through a simplified nonlinear analysis using a commercial FEM package. The numerical model is based on the
experiments carried out in the National Laboratory of Civil Engineering (LNEC) and the numerical and
experimental results are compared to assess the accuracy of the simplified analysis based on the inelastic hinge
method either for the bare frame and the infill frame.
Descrição
Palavras-chave
Cyclic response Nonlinear analysis Plastic hinge models Fiber model RC structures
Contexto Educativo
Citação
Braz-César, M.T.; Oliveira, D.; Barros, R.C. (2008). Comparison of cyclic response of reinforced concrete infilled frames with experimental results. In 14th World Conference on Earthquake Engineering. Beijing.