The paper deals with the ancient timber structures of the Royal Palace of Naples (1600), which represent unique study cases of complex timber roofs and beam floors. The structural identification of some of them, in particular the roofing structures of the Royal apartments, has been achieved through the following subsequent levels of investigation: 1) in situ surveys, for getting both geometrical and mechanical features, through visual inspection combined with Non Destructive techniques, aimed at detecting defects and degradations; 2) FEM analyses on approximated structural models, for providing the stress distribution and deformation state of members, thus evidencing the critical parts of the structures and the residual strength. The selection and design of appropriate retrofitting interventions, where necessary, have been enabled by the acquired deepen knowledge of the timber structural systems.
The ancient timber structures of the Royal Palace of Naples: diagnosis, analysis and retrofitting / Mazzolani, FEDERICO MASSIMO; Faggiano, Beatrice; Marzo, Anna; Grippa, MARIA ROSARIA. - 4:ID 754(2010), pp. 3533-3542. (Intervento presentato al convegno 11th World Conference on Timber Engineering 2010, WCTE 2010 tenutosi a Riva del Garda (TN) nel 20-24 June 2010).
The ancient timber structures of the Royal Palace of Naples: diagnosis, analysis and retrofitting
MAZZOLANI, FEDERICO MASSIMO;FAGGIANO, BEATRICE
;MARZO, ANNA;GRIPPA, MARIA ROSARIA
2010
Abstract
The paper deals with the ancient timber structures of the Royal Palace of Naples (1600), which represent unique study cases of complex timber roofs and beam floors. The structural identification of some of them, in particular the roofing structures of the Royal apartments, has been achieved through the following subsequent levels of investigation: 1) in situ surveys, for getting both geometrical and mechanical features, through visual inspection combined with Non Destructive techniques, aimed at detecting defects and degradations; 2) FEM analyses on approximated structural models, for providing the stress distribution and deformation state of members, thus evidencing the critical parts of the structures and the residual strength. The selection and design of appropriate retrofitting interventions, where necessary, have been enabled by the acquired deepen knowledge of the timber structural systems.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.