000011617 001__ 11617
000011617 005__ 20141205155929.0
000011617 04107 $$aeng
000011617 046__ $$k2008-10-12
000011617 100__ $$aShedid, M.T.
000011617 24500 $$aAnalysis of Seismic Response of Fully Grouted Reinforced Concrete Masonry Shear Walls

000011617 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011617 260__ $$b
000011617 506__ $$arestricted
000011617 520__ $$2eng$$aThis paper presents detailed analyses of an experimental study conducted to evaluate the possibility of achieving high levels of ductility and energy dissipation in reinforced concrete masonry shear walls failing in flexure. The test program consisted of testing six reinforced concrete masonry shear walls to failure under reversed cyclic lateral loading. The current study focuses on documenting the levels of ductility attained by the walls, evaluating the contribution of flexure and shear deformations to the overall wall lateral displacement, and estimating the amount of energy dissipated by hysteretic damping. The measured and predicted wall capacities are discussed with respect to the MSJC code (2005) and the CSA S304.1 (2004). Analysis of the measured displacements showed that the shear displacement contribution of the test walls (all with height-to-length ratio of 2.0) to the overall wall displacement was significant but was not the same for all the walls. It was also shown that reinforced masonry shear walls can exhibit high levels of energy dissipation.

000011617 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011617 653__ $$aDuctility, Energy dissipation, Shear Walls, Masonry

000011617 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011617 720__ $$aShedid, M.T.$$iEl-Dakhakhni, W.W.$$iDrysdale, R.G.
000011617 8560_ $$ffischerc@itam.cas.cz
000011617 8564_ $$s315537$$uhttps://invenio.itam.cas.cz/record/11617/files/05-04-0014.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0014.
000011617 962__ $$r9324
000011617 980__ $$aPAPER