000018530 001__ 18530
000018530 005__ 20170118182226.0
000018530 04107 $$aeng
000018530 046__ $$k2017-01-09
000018530 100__ $$aMondal, Goutam
000018530 24500 $$aResponse of R.C. Frames With Partial Infill Subjected To Lateral In-Plane Loading

000018530 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018530 260__ $$b
000018530 506__ $$arestricted
000018530 520__ $$2eng$$aInfill walls in reinforced concrete framed buildings are often constructed up to a limited height of columns to provide more lighting and ventilation especially in the corridor of public buildings like schools, hospitals, etc. These partial infill walls have an important role in lateral load-transfer mechanism in building frames. Performance of RC framed buildings in past earthquakes clearly illustrates that the columns of partial infilled frames fail due to short-column and captive-column effects. In the present study, finite element analysis of partial infilled frame with different height of infill are carried out in open source code OpenSees. In the analysis, nonlinear behaviour of frame elements is modelled while infills are assumed to be linear elastic. Separation and sliding at the frame-infill interfaces are also modelled. The lateral stiffness of partial infilled frame considering perfect contact at the interface is compared with the lateral stiffness of the same frame considering separation and sliding. It is concluded that the separation and sliding at frame-infill interfaces has an important role in reducing stiffness of infilled frame.

000018530 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018530 653__ $$aPartial Infilled Frame; Separation and Sliding; Captive Column; Short Column

000018530 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018530 720__ $$aMondal, Goutam$$iSingh, Prem
000018530 8560_ $$ffischerc@itam.cas.cz
000018530 8564_ $$s481118$$uhttps://invenio.itam.cas.cz/record/18530/files/1657.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1657.
000018530 962__ $$r16048
000018530 980__ $$aPAPER