000009377 001__ 9377
000009377 005__ 20141205150200.0
000009377 04107 $$aeng
000009377 046__ $$k2008-10-12
000009377 100__ $$aAlbanesi, Tommaso
000009377 24500 $$aExperimental Behavior of Single and Double Masonry Panels

000009377 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009377 260__ $$b
000009377 506__ $$arestricted
000009377 520__ $$2eng$$aIn this paper, the results of the experimental tests, carried out at the Laboratory on Materials and Structures of the University of Roma Tre to characterize masonry panels behavior are shown and discussed. 36 single and 12 double panels have been considered: 12 single panels are made of 80×160×330 mm3 bricks with horizontal holes, 24 of 120×250×120 mm3 half-full bricks with vertical holes and two different mortars and 12 double panels coupling the two previous types of simple panels. The panels have been built with a level of accuracy similar to the one adopted in buildings therefore they are well done but not lacking some defects that unavoidably would be found in real constructive practice. Compression tests in horizontal, vertical and diagonal directions were performed to evaluate their “constitutive relationships” in term of force-displacement diagrams and in particular their strength and elastic modulus. Experimental tests also included the characterization of the bricks and of the mortar used to realize the panels.

000009377 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009377 653__ $$amasonry panels, infill

000009377 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009377 720__ $$aAlbanesi, Tommaso$$iBergami, Alessandro Vittorio$$iNuti, Camillo
000009377 8560_ $$ffischerc@itam.cas.cz
000009377 8564_ $$s781541$$uhttps://invenio.itam.cas.cz/record/9377/files/12-01-0174.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0174.
000009377 962__ $$r9324
000009377 980__ $$aPAPER