000019693 001__ 19693
000019693 005__ 20170118182332.0
000019693 04107 $$aeng
000019693 046__ $$k2017-01-09
000019693 100__ $$aArêde, António
000019693 24500 $$aMethodology for the Characterization of Seismic Limit States of Damage in RC Hollow-Piers Experiment

000019693 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019693 260__ $$b
000019693 506__ $$arestricted
000019693 520__ $$2eng$$aReinforced concrete hollow piers have a seismic behavior similar to the one observed in structural walls, where the damage pattern and failure modes can be associated with both bending and shear mechanisms. On that context, the definition of expected physical damages is not straightforward and, thus, considering a single parameter that is able to predict these trends is also a complex task. To this extent, the present work aims to establish a strategy to identify the seismic limit states of damage in RC hollow piers and to define a set of engineering demand parameters that are able to set up the damage thresholds. For this purpose, several experimental tests conducted at LESE (Laboratory of Earthquake and Structural Engineering) from FEUP (Faculty of Engineering of Porto University) regarding reduced scale specimens with cyclic behavior were analyzed, where the damage pattern observation is assessed and corresponding response parameters (EDP) estimated.

000019693 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019693 653__ $$aSeismic damage, Limit states, RC Hollow piers, Non-linear cyclic behavior, Laboratory experiment.

000019693 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019693 720__ $$aArêde, António$$iMarques, Mário$$iSá, Nelson$$iDelgado, Pedro
000019693 8560_ $$ffischerc@itam.cas.cz
000019693 8564_ $$s1064212$$uhttps://invenio.itam.cas.cz/record/19693/files/4185.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4185.
000019693 962__ $$r16048
000019693 980__ $$aPAPER