000012135 001__ 12135
000012135 005__ 20141205160022.0
000012135 04107 $$aeng
000012135 046__ $$k2008-10-12
000012135 100__ $$aXiong, Haibei
000012135 24500 $$aResearch on Seismic Behavior of Wood-Concrete Hybrid Structure

000012135 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012135 260__ $$b
000012135 506__ $$arestricted
000012135 520__ $$2eng$$aWhile there is a relatively large body of technical information on the seismic performance of wood-frame buildings to resist seismic ground motions, the quantitative assessment of seismic resistance of wood-concrete hybrid structure is less well understood. In this paper, the shake table tests on 3-storey full-scale wood-concrete hybrid buildings, consisted of a symmetric two-storey wood-frame construction on top of a one-storey concrete frame were briefly introduced. A total of five specimens with different structural configurations representing different stiffness ratios between the wood-frame construction and concrete frame were tested on the shaking table. The natural frequencies, damping ratios and the seismic performances of accelerations and displacements at each floor were discussed. The elastic numerical calculations of these specimens under earthquake actions are performed. Based on these test data and calculation results, some conclusions are drawn. In general, it is found that seismic response is greater for specimens with smaller stiffness ratio.

000012135 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012135 653__ $$aWood-Concrete hybrid structure, Shake table test, Wood frame construction, Dynamic behavior

000012135 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012135 720__ $$aXiong, Haibei$$iJia, Guocheng
000012135 8560_ $$ffischerc@itam.cas.cz
000012135 8564_ $$s326299$$uhttp://invenio.itam.cas.cz/record/12135/files/05-06-0163.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0163.
000012135 962__ $$r9324
000012135 980__ $$aPAPER