In the current paper, after a brief discussion on the historical evolution of both the RC mushroom floors and the code approaches adopted for deformability checks, an appropriate methodology to be used for calibration of numerical models for the Serviceability Limit State assessment of these structural systems, including also the use of commercial calculation programs, is defined. The procedure has been employed to investigate the causal link between the mushroom floor deformability and the damages caused by the renovation works performed inside the bank offices within a Technical Consultancy, taken in this work as a case study
Problemi di deformabilità di solai a fungo in cemento armato: un caso studio / DI LORENZO, Gianmaria; Formisano, Antonio; Landolfo, Raffaele. - (2015), pp. 145-156. (Intervento presentato al convegno Convegno di Ingegneria Forense VI Convegno su CRolli, Affidabilità Strutturale, Consolidamento IF CRASC ’15 tenutosi a Roma nel 14-16 maggio 2015).
Problemi di deformabilità di solai a fungo in cemento armato: un caso studio
DI LORENZO, GIANMARIA;FORMISANO, ANTONIO;LANDOLFO, RAFFAELE
2015
Abstract
In the current paper, after a brief discussion on the historical evolution of both the RC mushroom floors and the code approaches adopted for deformability checks, an appropriate methodology to be used for calibration of numerical models for the Serviceability Limit State assessment of these structural systems, including also the use of commercial calculation programs, is defined. The procedure has been employed to investigate the causal link between the mushroom floor deformability and the damages caused by the renovation works performed inside the bank offices within a Technical Consultancy, taken in this work as a case studyFile | Dimensione | Formato | |
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