000011868 001__ 11868
000011868 005__ 20141205155955.0
000011868 04107 $$aeng
000011868 046__ $$k2008-10-12
000011868 100__ $$aTeramoto, N.
000011868 24500 $$aStructural Performance of Side Columns Subjected to Varying Axial Load

000011868 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011868 260__ $$b
000011868 506__ $$arestricted
000011868 520__ $$2eng$$aFor multistory RC frame buildings, side columns or corner columns may encounter drastic varying axial load during strong motion. Substructure pseudo-dynamic tests of multistory RC frame (frame with soft first story and frame with weak-beam type) buildings were carried out. In the tests, two loading systems of RC specimens, which represent side columns of the first floor, were developed. The operator-splitting (OS) method was used as the numerical algorithm for analysis. Three pseudo-dynamic tests with different frame types and different shear reinforcement ratio specimens were executed successfully, and characteristic structural performances of side columns, which mainly depend on the building type, were elucidated.

000011868 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011868 653__ $$aRC column, varying axial load, substructure pseudo-dynamic test, frame with weak-beam type, dynamic response analysis

000011868 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011868 720__ $$aTeramoto, N.$$iNishida, T.$$iKobayashi, J.
000011868 8560_ $$ffischerc@itam.cas.cz
000011868 8564_ $$s945614$$uhttps://invenio.itam.cas.cz/record/11868/files/05-03-0234.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0234.
000011868 962__ $$r9324
000011868 980__ $$aPAPER