000011065 001__ 11065
000011065 005__ 20141205155832.0
000011065 04107 $$aeng
000011065 046__ $$k2008-10-12
000011065 100__ $$aMosele, F.
000011065 24500 $$aOut-Of-Plane Cyclic Testing of Tall Reinforced Masonry Walls

000011065 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011065 260__ $$b
000011065 506__ $$arestricted
000011065 520__ $$2eng$$aIn the framework of the DISWall research project, funded by the European Commission, innovative construction systems, based on the use of perforated clay units and aimed at building mainly tall, load bearing reinforced masonry walls for one-storey industrial and commercial buildings, were developed. In these cases, very often buildings are provided with deformable roofs, made with prefabricated elements or glulam beams. In the case of seismic actions, deformable roofs are not able to redistribute horizontal actions to in-plane walls. Walls orthogonal to seismic load direction can be tentatively considered as cantilevers, with vertical load applied at the top and horizontal out of plane load, due to the seismic action associated to the masses of both roof and wall itself. For this structural configuration, two real scale frames, composed by two parallel reinforced masonry walls, 6 m in height, vertically loaded by steel/concrete slab, were built and subjected to cyclic tests, by applying horizontal loads at the top slab level. The aim was studying tall walls’ behaviour under out-of-plane loads and P-∆ effects. In the present contribution, results of experimental tests and analysis of bending moments are presented.

000011065 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011065 653__ $$areinforced masonry, cyclic tests, out-of-plane tests, one-storey tall buildings, industrial buildings.

000011065 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011065 720__ $$aMosele, F.$$iDa Porto, F.$$iModena, C.
000011065 8560_ $$ffischerc@itam.cas.cz
000011065 8564_ $$s1070642$$uhttps://invenio.itam.cas.cz/record/11065/files/05-04-0101.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0101.
000011065 962__ $$r9324
000011065 980__ $$aPAPER