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Investigations of masonry churches seismic performance with numerical models: application to a case study

D'Amato Michele, Sulla Roselena

Archives of Civil and Mechanical Engineering

2021

Vol. 21, no. 4

437--462

Recovering and preserving ancient churches is necessary to ensure the transmission of this cultural heritage to the future generations. To this scope, it is necessary to evaluate their performance in seismic prone areas, to design interventions capable of reducing their vulnerability ensuring also their safety use for the faithful. In this paper, investigations on seismic performance of masonry churches are illustrated by applying two different numerical methods on a case study, an existing brick masonry church. The seismic assessment is conducted by applying two simplified methods proposed by the current Italian Directive containing the Guidelines for assessment and reduction of cultural heritage seismic risk. Moreover, linear kinematic analysis is used also for investigating the influence of main parameters governing to the main façade simple overturning and narthex longitudinal response. The investigations performed highlight that the activation multiplier of macro-element response mechanism may significantly vary according to the assumptions made and that also, as narthex longitudinal response, a minimization procedure of the activation multiplier is required.

Odporność ceglanych budynków mieszkalnych na drgania parasejsmiczne

Marcinkowski J.

Wiadomości Projektanta Budownictwa

2007

nr 5

22--25

Only some of damages which appear in masonry building are actually evoked by parsejsmic vibrations. Most of them are caused just by technical wear or other factors like foundation settlement e.g. Only vibrations of comparatively high intensity can evoke damages of masonry buildings. The paper deals with a harmfulness evaluation of vibrations evoked during driving of steel pales in the Zielona Góra center and transmitted on neighbouring masonry buildings. The harmfulness was estimated on the basis of measurements done by specialistic apparatus. The evaluation of harmfulness was performed on the basis of Polish Code PN 85/8-02170 by means of nomograms SWD. Also harmfulness of these vibrations on people present in theses buildings was evaluated as well. It was done on the basis of Polish Code PN 88/B-02171.