000012866 001__ 12866
000012866 005__ 20160920162652.0
000012866 04107 $$aeng
000012866 046__ $$k2016-09-05
000012866 100__ $$aMartinelli, L.
000012866 24500 $$aAssessing damage intensity basing on a non-model damage feature on a long span suspension bridge model

000012866 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012866 260__ $$bTaylor and Francis Group, London, UK
000012866 506__ $$arestricted
000012866 520__ $$2eng$$aIn this paper a previously proposed damage localization algorithm, namely the Interpolation Damage Detection Method, is reviewed and its feasibility to estimate the magnitude of damage in a structure permanently monitored by a network of accelerometers is investigated. The  investigation is carried out based on the numerically simulated responses obtained from the finite element model of a suspension bridge subjected to environmental excitation. The structure response both in the undamaged and in damaged configurations is computed. Damage is simulated through a reduction of the elastic modulus of the material in selected structural elements. Several damage severities are modeled and the correlation between the damage feature and the severity of damage is investigated.

000012866 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012866 653__ $$a

000012866 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012866 720__ $$aMartinelli, L.$$iDomaneschi, M.$$iLimongelli, M.P.
000012866 8560_ $$ffischerc@itam.cas.cz
000012866 8564_ $$s2257569$$uhttps://invenio.itam.cas.cz/record/12866/files/314.pdf$$yOriginal version of the author's contribution as presented on CD, 314.pdf.
000012866 962__ $$r12552
000012866 980__ $$aPAPER