000011632 001__ 11632
000011632 005__ 20141205155930.0
000011632 04107 $$aeng
000011632 046__ $$k2008-10-12
000011632 100__ $$aShi, Qingxuan
000011632 24500 $$aReview of Seismic Research and Application of Concrete Core Walls in High-Rise Buildings

000011632 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011632 260__ $$b
000011632 506__ $$arestricted
000011632 520__ $$2eng$$aConcrete core walls are widely used to be the main lateral force resisting units of hybrid structure in high-rise buildings in China due to its larger lateral space stiffness and lateral force resistance. But the seismic behavior of this structural system is still under dispute in the field of engineering especially abroad because of few researches on its performance. Therefore, the research for the mechanic behavior and failure characteristic of this structural system has a significant influence on the engineering design. At first, this paper reviewed the application and development of concrete core walls in high-rise buildings home and abroad, based on the analysis of the mechanic behavior, it is pointed that the earthquake resistant performance of the frame-concrete core walls hybrid structure depends on the concrete core walls from the point view of the whole structural system. Then, it is summarized that the experimental studies and the theoretical analysis models adopted in the research of the seismic performance of concrete core walls are far from sufficient for the extensive use of this kind of structural system in high-rise buildings in China. At last, the existing main problems now and the further research for the future on the seismic behavior of concrete core walls are discussed in particular.

000011632 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011632 653__ $$aconcrete core walls, seismic performance, high-rise buildings

000011632 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011632 720__ $$aShi, Qingxuan$$iYang, Kun$$iMen, Jinjie$$iWang, Qiuwei
000011632 8560_ $$ffischerc@itam.cas.cz
000011632 8564_ $$s83718$$uhttps://invenio.itam.cas.cz/record/11632/files/05-03-0095.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0095.
000011632 962__ $$r9324
000011632 980__ $$aPAPER