000012340 001__ 12340
000012340 005__ 20141205160044.0
000012340 04107 $$aeng
000012340 046__ $$k2008-10-12
000012340 100__ $$aZhou, Junming
000012340 24500 $$aShaking Table Experimental Study to RC Short Limb Shear Wall Structure

000012340 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012340 260__ $$b
000012340 506__ $$arestricted
000012340 520__ $$2eng$$aFollowing the prototype of a 12-storey residential building, a 1/10 scaled model of RC short limb shear wall structure was designed and constructed. And the seismic resistant behavior of the model was experimentally evaluated on the shaking table with three different stages. According to the site condition and seismic background, two natural and an artificial earthquake waves with varied peak values were employed as the input excitations. The natural frequency and dynamic responses including acceleration, displacement, shear force and torsion displacement were obtained through the measured data. The experimental results indicate that the building has good seismic performance, and is suitable for being applied in regions with the seismic fortification intensity of 7. Based on the experiment, some suggestions are given for the design of the prototype building.

000012340 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012340 653__ $$aShort limb shear wall, High rise building, Shaking table test, Seismic performance, Dynamic analysis 

000012340 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012340 720__ $$aZhou, Junming$$iZhou, Yong$$iLi, Jie
000012340 8560_ $$ffischerc@itam.cas.cz
000012340 8564_ $$s283892$$uhttps://invenio.itam.cas.cz/record/12340/files/12-01-0189.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0189.
000012340 962__ $$r9324
000012340 980__ $$aPAPER