000012067 001__ 12067
000012067 005__ 20141205160016.0
000012067 04107 $$aeng
000012067 046__ $$k2008-10-12
000012067 100__ $$aWei, Chunming
000012067 24500 $$aExperimental Research on the Seismic Behavior of Frame Column with Construction Joints

000012067 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012067 260__ $$b
000012067 506__ $$arestricted
000012067 520__ $$2eng$$aIn order to investigate the effect of construction joints on the seismic behavior of building structures, an experiment for column members with construction joints under low cyclic loading is done. The characteristics of ductility, strength, hysteretic curves, and strains in steel reinforcements of columns are compared with monolithic columns. Experimental results show that the bearing capacity drops 3％～7％, and the maximum decrease of displacement ductility is more than 30％. The slip of steel bars and rheostriction of hysteretic curves is heaver than monolithic concrete columns.

000012067 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012067 653__ $$aconstruction joints, seismic behavior, frame column

000012067 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012067 720__ $$aWei, Chunming$$iZhao, Xinghai
000012067 8560_ $$ffischerc@itam.cas.cz
000012067 8564_ $$s109180$$uhttps://invenio.itam.cas.cz/record/12067/files/12-01-0002.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0002.
000012067 962__ $$r9324
000012067 980__ $$aPAPER