000009736 001__ 9736
000009736 005__ 20141205153149.0
000009736 04107 $$aeng
000009736 046__ $$k2008-10-12
000009736 100__ $$aChoi, H.
000009736 24500 $$aResidual Seismic Performance of RC Frames with Unreinforced Masonry Infill

000009736 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009736 260__ $$b
000009736 506__ $$arestricted
000009736 520__ $$2eng$$aThe objective of this study is to develop a post-earthquake seismic evaluation method for RC frames with unreinforced concrete block infill. For this purpose, full-scale, one-bay, single-story specimens are tested under cyclic loadings. During the tests, residual crack widths, which can also be found in damaged buildings, are carefully measured to estimate the residual seismic capacity from the observed damage. In this paper, the relationship between the measured residual crack width and the residual seismic capacity is discussed analytically and experimentally, and the reduction factors are proposed to estimate the residual seismic capacity based on the observed damage level.

000009736 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009736 653__ $$aresidual seismic performance, crack width, masonry infill, RC frame, damage level

000009736 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009736 720__ $$aChoi, H.$$iNakano, Y.
000009736 8560_ $$ffischerc@itam.cas.cz
000009736 8564_ $$s360133$$uhttps://invenio.itam.cas.cz/record/9736/files/05-04-0005.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0005.
000009736 962__ $$r9324
000009736 980__ $$aPAPER