000012331 001__ 12331
000012331 005__ 20141205160043.0
000012331 04107 $$aeng
000012331 046__ $$k2008-10-12
000012331 100__ $$aZhao, Z.Z.
000012331 24500 $$aShaking Table Test and Numerical Analysis on Structural Model of Beijing New Poly Plaza

000012331 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012331 260__ $$b
000012331 506__ $$arestricted
000012331 520__ $$2eng$$aIn this paper, shaking table test of a 1/20 scaled structural model for Beijing New Poly Plaza, an irregular high-rise steel frame - steel reinforced concrete tube hybrid building, was carried out. The dynamic characteristics and response of the structural model, such as accelerations, displacements, under different base excitations have been measured and analyzed. The response of the structure’s special parts is discussed. In addition, a 3-D finite element model was built using the structural analysis software SAP2000. The elastic responses of the model predicted by finite element analysis agree well with the experimental results, even though some local responses can not be captured due to simplifications in the model setup. Both experimental and numerical study show that the structural system meets the requirements of Chinese Seismic Design Code (GB50011-2001). The seismic performance of the whole structure has been evaluated.

000012331 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012331 653__ $$aShaking table test, Finite element, Seismic behavior, Hybrid structure, High-rise building

000012331 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012331 720__ $$aZhao, Z.Z.$$iDong, H.J.$$iQian, J.R.
000012331 8560_ $$ffischerc@itam.cas.cz
000012331 8564_ $$s363844$$uhttps://invenio.itam.cas.cz/record/12331/files/05-06-0061.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0061.
000012331 962__ $$r9324
000012331 980__ $$aPAPER