000011654 001__ 11654
000011654 005__ 20141205155933.0
000011654 04107 $$aeng
000011654 046__ $$k2008-10-12
000011654 100__ $$aShiohara, Hitoshi
000011654 24500 $$aSeismic Performance of Isolated Nonstructural Concrete Partitons with Dowel-Bar Connectors under Cyclic Lateral Load

000011654 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011654 260__ $$b
000011654 506__ $$arestricted
000011654 520__ $$2eng$$aNine full-scale isolated non-structrual reinforced concrete panels with in-plane dowel connectors jointed to the surrounding structural frames were tested under cyclic displacement-controlled seismic loading to quantify the strength and the ductility of the panels and to assess the damage of the non-structural partitions. The specimens were installed in a steel loading frame of lateral resistance free and were loaded until the fracture of dowel connectors which caused significant reduction of lateral resistance. The test parameters include: (a) panel dimensions, (b) amount and arrangement of the dowel connectors, and (c) gap distance between panel and frame. Test result indicates that the precast concrete panels could provide strength increase of the structural system, desirable deformation capacity and additional energy dissipation capability if appropriate dowel-bar connecting details were provided.

000011654 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011654 653__ $$adowel connector, isolated non-structural partition, seismic performance

000011654 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011654 720__ $$aShiohara, Hitoshi$$iOkubo, Kaori$$iChen, Zhou-Yi$$iKusuhara, Fumio
000011654 8560_ $$ffischerc@itam.cas.cz
000011654 8564_ $$s1253388$$uhttps://invenio.itam.cas.cz/record/11654/files/S08-019.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S08-019.
000011654 962__ $$r9324
000011654 980__ $$aPAPER