000011454 001__ 11454
000011454 005__ 20141205155912.0
000011454 04107 $$aeng
000011454 046__ $$k2008-10-12
000011454 100__ $$aRodrigues, Hugo
000011454 24500 $$aProbabilistic Risk Assessment of a Modern Architecture Building: Analysis of the Original Building and Retrofitting Proposals

000011454 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011454 260__ $$b
000011454 506__ $$arestricted
000011454 520__ $$2eng$$aThe seismic vulnerability of an existing building representative of modern architecture style is presented herein. To improve its seismic response, a retrofitting solution consisting of an x-bracing system associated to a shear-link dissipater was analysed. The effectiveness of the retrofit was measured by carrying out a seismic fragility analysis, considering a numerical model accounting for the nonlinear behaviour under earthquakes of both RC elements and infill masonry walls. It is seen that currently available numerical tools, in combination with probabilistic assessment procedures, make the structural safety assessment of buildings an increasingly feasible methodology based upon which it is possible to propose effective seismic risk mitigation measures.

000011454 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011454 653__ $$aRC structure, retrofit, fragility analysis, infill masonry wall modelling.

000011454 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011454 720__ $$aRodrigues, Hugo$$iRomão, X.$$iVarum, Humberto$$iArêde, A.$$iCosta, Aníbal$$iDelgado, Raimundo
000011454 8560_ $$ffischerc@itam.cas.cz
000011454 8564_ $$s411578$$uhttps://invenio.itam.cas.cz/record/11454/files/S08-036.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S08-036.
000011454 962__ $$r9324
000011454 980__ $$aPAPER