000011186 001__ 11186
000011186 005__ 20141205155844.0
000011186 04107 $$aeng
000011186 046__ $$k2008-10-12
000011186 100__ $$aNudo, Raffaele
000011186 24500 $$aSeismic Reliability of Existing RC Buildings with Short Columns

000011186 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011186 260__ $$b
000011186 506__ $$arestricted
000011186 520__ $$2eng$$aThis paper deals with the problem of evaluating seismic reliability of existing RC frame structures including short elements. In the first part of the work a study of effectiveness of some models concerning evaluation of the shear capacity of RC short elements is developed, based on comparison with experimental data available in literature; this study has allowed to identify a model characterized by a good approximation in predicting the monotonic response of shear-critical elements. In the second part of the paper, the selected model has been used to evaluate the role of shear mechanisms in seismic response of sample frames representing structural configurations usual in the Italian building context. Performed analysis has shown that short elements induce a significant increase in vulnerability of the examined structures, particularly in the case of the sample frame characterized by a squat configuration, typical of industrial buildings.

000011186 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011186 653__ $$aRC structures, short elements, shear, theoretical models, dynamic analysis.

000011186 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011186 720__ $$aNudo, Raffaele$$iViti, Stefania
000011186 8560_ $$ffischerc@itam.cas.cz
000011186 8564_ $$s339125$$uhttps://invenio.itam.cas.cz/record/11186/files/S15-054.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S15-054.
000011186 962__ $$r9324
000011186 980__ $$aPAPER