000009936 001__ 9936
000009936 005__ 20141205153208.0
000009936 04107 $$aeng
000009936 046__ $$k2008-10-12
000009936 100__ $$aEllul, F
000009936 24500 $$aPush-Over Non Linear Analysis of Infilled Frames: Realistic F E Models of Panels and Contact

000009936 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009936 260__ $$b
000009936 506__ $$arestricted
000009936 520__ $$2eng$$aA finite element based modelling technique that enables the representation of the masonry infills in an analytical environment suitable for use in the assessment of low engineered masonry infilled reinforced concrete frame (LE-MIRCF) buildings has been developed. The mezo-modelling approach adopted for the masonry infills was implemented in a non-linear finite element environment. Fibre elements are used to represent the reinforced concrete members and a spring element for the interface between these and the masonry. The approach has been used to explore the effects of imposing different masonry infill distributions throughout a typical internal frame of a five storey LE-MIRCF structure which was analysed in the inelastic range, and its performance assessed. It is shown that the provision of masonry infills is not always detrimental nor always beneficial, but depends on the particular infill configuration, thereby justifying the approach used.

000009936 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009936 653__ $$aMasonry infills, reinforced concrete, push-over analysis

000009936 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009936 720__ $$aEllul, F$$iD'Ayala, D.F.
000009936 8560_ $$ffischerc@itam.cas.cz
000009936 8564_ $$s218612$$uhttps://invenio.itam.cas.cz/record/9936/files/14-0266.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0266.
000009936 962__ $$r9324
000009936 980__ $$aPAPER