000020247 001__ 20247
000020247 005__ 20170118182402.0
000020247 04107 $$aeng
000020247 046__ $$k2017-01-09
000020247 100__ $$aSigmund, Vladimir
000020247 24500 $$aSeismic Behavior of Confined Masonry With Various Connection Details

000020247 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000020247 260__ $$b
000020247 506__ $$arestricted
000020247 520__ $$2eng$$aTest of confined wall panels under in-plane cyclic shear loading were performed to provide some insight into the effect of alternating the details of connection between tie-columns and masonry. Three different types of wall specimens (without any connection between masonry and tie-columns, tooth-linked and connecting by U-shaped stirrups in bed joints) built at a scale 1:1,5 were subjected to in-plane quasi-static tests. Mixed displacement-force control was used. Based on experimental test data we obtained: the interstory drift associated to damage grade according to EMS-98 [1], ductility, energy dissipation and failure mechanism. The average resistance envelope curves were obtained for three specimen groups and then simplified by bilinear curves. The behaviour factor q was evaluated for each investigated wall group.

000020247 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000020247 653__ $$aconfined masonry, quasi-static test, connecting detail, behaviour factor

000020247 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000020247 720__ $$aSigmund, Vladimir$$iMatošević, đUrđica
000020247 8560_ $$ffischerc@itam.cas.cz
000020247 8564_ $$s466656$$uhttps://invenio.itam.cas.cz/record/20247/files/821.pdf$$yOriginal version of the author's contribution as presented on USB, paper 821.
000020247 962__ $$r16048
000020247 980__ $$aPAPER