000011444 001__ 11444
000011444 005__ 20141205155911.0
000011444 04107 $$aeng
000011444 046__ $$k2008-10-12
000011444 100__ $$aRinaldis, Dario
000011444 24500 $$aResearch Activity on Experimental Assessment of Seismic Response of Masonry Arcades

000011444 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011444 260__ $$b
000011444 506__ $$arestricted
000011444 520__ $$2eng$$aThe analysis of seismic vulnerability of old masonry structures is very hard, especially when already damaged by earthquakes. Modelling of the structure is often very hard and the numerical analysis does not give any realistic information. Therefore the experimental analysis is not only advisable but represent the unique way to improve the understanding of the structural behaviour. Seismic actions cause cracks in the masonry, and as a result the reduction of the stiffness, which implies changes in the dynamic characteristics and apparent non-linear behaviour. These effects can be pointed out by analysing seismic recordings or by means of shake table. In this paper the preliminary results of the analysis of shake table tests are shown, and technical limits and technological failures are discussed.

000011444 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011444 653__ $$a1 Shake-table tests, Masonry Barrel Vaults, Seismic vulnerability

000011444 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011444 720__ $$aRinaldis, Dario$$iClemente, Paolo$$iBaratta, A.$$iCorbi, Ottavia$$iCorbi, Ileana
000011444 8560_ $$ffischerc@itam.cas.cz
000011444 8564_ $$s997262$$uhttps://invenio.itam.cas.cz/record/11444/files/S11-040.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S11-040.
000011444 962__ $$r9324
000011444 980__ $$aPAPER