The structural safety assessment and the seismic response of existing reinforced concrete (RC) buildings gravity load designed are a key topic in the appraisal of the Italian seismic hazard. A great variability and quantity of parameters characterise these type of structures, and, therefore, the type of performed structural analysis can strongly affect the final structural safety level. The study of a public building of the University of Padova, built in 1937 and composed by a three-storey RC frame partially infilled, allowed to evaluate the differences in terms of safety levels between results from linear and non-linear structural analyses.

Comparison results between linear dynamic and nonlinear static analyses for an historical RC frame

Fava, M.;Stievanin, E.;da Porto, F.;Modena, C.
2016

Abstract

The structural safety assessment and the seismic response of existing reinforced concrete (RC) buildings gravity load designed are a key topic in the appraisal of the Italian seismic hazard. A great variability and quantity of parameters characterise these type of structures, and, therefore, the type of performed structural analysis can strongly affect the final structural safety level. The study of a public building of the University of Padova, built in 1937 and composed by a three-storey RC frame partially infilled, allowed to evaluate the differences in terms of safety levels between results from linear and non-linear structural analyses.
2016
Structural Analysis of Historical Constructions: Anamnesis, diagnosis, therapy, controls - Proceedings of the 10th International Conference on Structural Analysis of Historical Constructions, SAHC 2016
10th International Conference on Structural Analysis of Historical Constructions, SAHC 2016
9781138029514
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/3276057
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