000011727 001__ 11727
000011727 005__ 20141205155940.0
000011727 04107 $$aeng
000011727 046__ $$k2008-10-12
000011727 100__ $$aStavridis, Andreas
000011727 24500 $$aCalibration of a Numerical Model for Masonry Infilled RC Frames

000011727 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011727 260__ $$b
000011727 506__ $$arestricted
000011727 520__ $$2eng$$aThis paper introduces a finite element scheme and a systematic calibration approach for masonry infilled RC frames. The modeling scheme combines the smeared crack approach with discrete crack elements to allow for the opening of diffused flexural and dominant shear cracks. It is, therefore, able to capture the nonlinear material behavior and the interaction of the infill wall with the bounding RC frame. The proposed modeling approach and calibration methodology are evaluated with experimental data of two non-ductile, infilled, RC frames with distinct failure mechanisms. The comparison of the numerical and laboratory data indicates that the numerical models successfully capture the highly nonlinear behavior of the physical specimens.

000011727 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011727 653__ $$amasonry, RC frame, finite elements

000011727 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011727 720__ $$aStavridis, Andreas$$iShing, Benson P.
000011727 8560_ $$ffischerc@itam.cas.cz
000011727 8564_ $$s485203$$uhttps://invenio.itam.cas.cz/record/11727/files/14-0218.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0218.
000011727 962__ $$r9324
000011727 980__ $$aPAPER