000009937 001__ 9937
000009937 005__ 20141205153208.0
000009937 04107 $$aeng
000009937 046__ $$k2008-10-12
000009937 100__ $$aElouali, T.
000009937 24500 $$aEffect of Infill Masonry Panels on the Seismic Response of Frame Buildings

000009937 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009937 260__ $$b
000009937 506__ $$arestricted
000009937 520__ $$2eng$$aThis paper presents the results of an experimental program investigating the behaviour of frame with masonry infill panels subjected to cyclic loadings. Two types of masonry frequently used were tested. The effects of the infill panels on the seismic response of frame buildings were evaluated. The experimental results have been used to develop an analytical model for the determination of the stress-strain relationship to predict the inelastic behaviour of each type of infill. A linear (spectral) and non linear (step by step) analysis have been carried out on currently used prototype frames. The results obtained show that the infill has an effect on the seismic response of frame buildings and it should be considered in the analysis of such a type of structures.

000009937 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009937 653__ $$aKEY WORDS Infill panels, seismic behaviour, cyclic loading, modelling, frames. Fundamental period, base shear

000009937 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009937 720__ $$aElouali, T.
000009937 8560_ $$ffischerc@itam.cas.cz
000009937 8564_ $$s3435891$$uhttps://invenio.itam.cas.cz/record/9937/files/05-04-0012.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0012.
000009937 962__ $$r9324
000009937 980__ $$aPAPER