000009375 001__ 9375
000009375 005__ 20141205150200.0
000009375 04107 $$aeng
000009375 046__ $$k2008-10-12
000009375 100__ $$aAlbanesi, Tommaso
000009375 24500 $$aTheoretical Characterization of Infill Panels Basing on Compressive and Shear Tests

000009375 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009375 260__ $$b
000009375 506__ $$arestricted
000009375 520__ $$2eng$$aThis paper discusses the orthotropic behavior of a kind of infill panels: in particular slender clay brick panels are analyzed in order to calibrate the mechanical characteristics required in force-displacement relationship for an infilled RC frame. Two different kinds of clay brick panels (120 mm thick with semi-solid bricks and 80 mm thick with hollow bricks) have been tested in the two orthogonal (in plane) principal directions and in the diagonal direction. Components were tested too: bricks in compression and mortar both in compression and bending. The results of this test sequence were discussed in the past in terms of components-to-panel compressive strength ratio. In this paper test results in terms of orthotropic plane behavior are discussed and some criteria to define the elastic characteristic are pointed out. structural response, masonry panels, infilled RC frames, compressive test, shear test

000009375 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009375 653__ $$a

000009375 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009375 720__ $$aAlbanesi, Tommaso$$iBergami, A.V.$$iBiondi, S.$$iCandigliota, E.$$iNuti, C.
000009375 8560_ $$ffischerc@itam.cas.cz
000009375 8564_ $$s271597$$uhttps://invenio.itam.cas.cz/record/9375/files/12-01-0211.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0211.
000009375 962__ $$r9324
000009375 980__ $$aPAPER