000011870 001__ 11870
000011870 005__ 20141205155955.0
000011870 04107 $$aeng
000011870 046__ $$k2008-10-12
000011870 100__ $$aTerán-Gilmore, Amador
000011870 24500 $$aModel for the Nonlinear Analysis of Confined Masonry Buildings

000011870 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011870 260__ $$b
000011870 506__ $$arestricted
000011870 520__ $$2eng$$aThis paper presents a practical displacement-based evaluation procedure for the seismic assessment of low-height confined masonry buildings. First, the Coefficient Method is adapted to obtain rapid estimates of inelastic roof displacement demands for regular confined masonry buildings. Second, a nonlinear simplified model is introduced to perform pushover analysis of confined masonry buildings whose global and local behavior is dominated by shear deformations in the masonry walls. The model, which can be applied through the use of commercial software, can be used to estimate the capacity curve of a confined masonry building.

000011870 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011870 653__ $$aconfined masonry, displacement-based evaluation, pushover analysis, capacity curve

000011870 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011870 720__ $$aTerán-Gilmore, Amador$$iZuñiga-Cuevas, Oscar$$iRuiz-García, Jorge
000011870 8560_ $$ffischerc@itam.cas.cz
000011870 8564_ $$s327287$$uhttps://invenio.itam.cas.cz/record/11870/files/05-01-0041.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0041.
000011870 962__ $$r9324
000011870 980__ $$aPAPER