000012290 001__ 12290
000012290 005__ 20141205160039.0
000012290 04107 $$aeng
000012290 046__ $$k2008-10-12
000012290 100__ $$aZhang, Jianwei
000012290 24500 $$aShaking Table Test of the RC Partly-Framed Shear Wall Structure with Concealed Bracings

000012290 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012290 260__ $$b
000012290 506__ $$arestricted
000012290 520__ $$2eng$$aTwo models of RC shear wall structures with and without concealed bracings were tested on a shaking table, and the results are reported here. The test procedures took the structure through elastic, cracking and failure stages. Dynamic characteristics and responses of the structures at different stages were studied, and a comparison of failure modes between two models is also made. Results from the tests indicate that before concrete cracking, seismic performance of a shear wall structure with concealed bracings is similar to that without concealed bracings. After concrete cracking, the resistance of the former to earthquake excitation is much better than that of the latter, the displacement response of the former is much smaller than that of the latter on the ground floor, and the cracks distributing height of the shear wall with concealed bracings is higher than that of the shear wall without concealed bracings.

000012290 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012290 653__ $$areinforced concrete, shear wall structure, concealed bracing, shaking table test

000012290 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012290 720__ $$aZhang, Jianwei$$iCao, Wanlin$$iHuang, Xuanming$$iWang, Min
000012290 8560_ $$ffischerc@itam.cas.cz
000012290 8564_ $$s743414$$uhttps://invenio.itam.cas.cz/record/12290/files/05-03-0242.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0242.
000012290 962__ $$r9324
000012290 980__ $$aPAPER