000009646 001__ 9646
000009646 005__ 20141205150226.0
000009646 04107 $$aeng
000009646 046__ $$k2008-10-12
000009646 100__ $$aCavaleri, L.
000009646 24500 $$aExperimental Seismic Analysis of Monuments for Risk Mitigation

000009646 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009646 260__ $$b
000009646 506__ $$arestricted
000009646 520__ $$2eng$$aAn experimental investigation, at the moment in progress, for the evaluation of the seismic vulnerability of a monumental structure and the effects of some reinforcement devices are presented. Referring to this monumental structure, that is a church, the authors obtained the dynamically identified analytical model and recognized that the drum-dome system was one of the macro-elements with highest risk. This result was obtained by analyzing the linear behaviour. In order to study the nonlinear behaviour, tests on reduced scale models were necessary. The models, with and without risk mitigation reinforcements, were subjected to seismic input with rising intensity in order to know the effects of the reinforcements themselves. A study was also begun in order to determine the ultimate load and ductility resources given by the various types of reinforcements used. Through the paper some details of the above investigation are discussed and the last results are presented.

000009646 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009646 653__ $$amasonry, churches, drum-dome systems, modelling, retrofitting.

000009646 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009646 720__ $$aCavaleri, L.$$iCristina, Filippo$$iZingone, Gaetano
000009646 8560_ $$ffischerc@itam.cas.cz
000009646 8564_ $$s802980$$uhttps://invenio.itam.cas.cz/record/9646/files/S11-096.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S11-096.
000009646 962__ $$r9324
000009646 980__ $$aPAPER