000011324 001__ 11324
000011324 005__ 20141205155859.0
000011324 04107 $$aeng
000011324 046__ $$k2008-10-12
000011324 100__ $$aPeng, Xiao-Tong
000011324 24500 $$aExperimental Study on the Composite Steel Frame-RC Infill Wall Structure

000011324 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011324 260__ $$b
000011324 506__ $$arestricted
000011324 520__ $$2eng$$aThe composite steel frame-reinforced concrete infill wall structure combines advantages of both steel frames and RC infills walls and thus receives the increasing recognition in seismic areas. In order to study seismic behavior and force distribution in the structural system, the test, two-story one bay specimen under cyclic load, was performed. Based on that, the main characters such as, general behavior, local response and force distribution, were analyzed and evaluated. The experimental results indicate that the structure has adequate strength redundancy and sufficient lateral stiffness. The structural system has good performances on ductility and energy dissipation. The steel framework undertakes 80%～100% of the whole overturning moment and the infill wall takes 80%～90% of overall lateral load. Finally the design recommendations are presented.

000011324 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011324 653__ $$acomposite steel frame, RC infill wall, seismic behavior, experiment

000011324 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011324 720__ $$aPeng, Xiao-Tong$$iGu, Qiang$$iLin, Chen
000011324 8560_ $$ffischerc@itam.cas.cz
000011324 8564_ $$s528720$$uhttps://invenio.itam.cas.cz/record/11324/files/12-01-0272.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0272.
000011324 962__ $$r9324
000011324 980__ $$aPAPER