000010090 001__ 10090
000010090 005__ 20141205154143.0
000010090 04107 $$aeng
000010090 046__ $$k2008-10-12
000010090 100__ $$aGiordano, Aldo
000010090 24500 $$aPushover Analysis of Plan Irregular Masonry Buildings

000010090 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010090 260__ $$b
000010090 506__ $$arestricted
000010090 520__ $$2eng$$aThe paper investigates the seismic response of plan irregular masonry building structures in order to evaluate the magnitude of torsional coupling and the applicability of 3D pushover analysis for assessing the behavior under earthquakes. As a test example a simple plan asymmetric two-storey masonry building is selected. The nonlinear dynamic response obtained under both several generated records and selected earthquake ground motions is initially compared with the one obtained for a symmetric building variant. Subsequently, the nonlinear dynamic analysis results are compared with the pushover analysis results. The pushover analyses are performed up to the maximum top displacement obtained by the nonlinear dynamic analyses (measured at the mass center), computed for each earthquake record separately. The deflection profiles and damage at the stiff and the flexible building sides are compared with the peak response obtained by nonlinear dynamic analysis.

000010090 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010090 653__ $$aMasonry buildings, Torsional response, Nonlinear dynamic analysis, Pushover analysis.

000010090 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010090 720__ $$aGiordano, Aldo$$iGuadagnuolo, MariaTeresa$$iFaella, Giuseppe
000010090 8560_ $$ffischerc@itam.cas.cz
000010090 8564_ $$s3805438$$uhttps://invenio.itam.cas.cz/record/10090/files/14-0257.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0257.
000010090 962__ $$r9324
000010090 980__ $$aPAPER