000012121 001__ 12121
000012121 005__ 20141205160021.0
000012121 04107 $$aeng
000012121 046__ $$k2008-10-12
000012121 100__ $$aXia, Hongliu
000012121 24500 $$aStudy on the Limit Value of Plan Dimension for Frame-Corewall Structures

000012121 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012121 260__ $$b
000012121 506__ $$arestricted
000012121 520__ $$2eng$$aCodes for design of china about aspect ratio of corewall are given the lower limit values that do not distinguish the fortification intensities, but it is unspecific in terms of the control of seismic behavior of structures. Several typical examples are employed to analyze in this paper, in which the effect of fortification intensities, aspect ratio of corewall are considered as significant factors. From that, the reasonable aspect ratio limit value is discussed based on the inter-story displacement angel and internal force. Based on the analysis results, the aspect ratio limit values of corewall corresponding with fortification intensities are proposed in the paper.

000012121 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012121 653__ $$aFrame-corewall structure, Fortification intensity, Horizontal shear force, Aspect ratio

000012121 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012121 720__ $$aXia, Hongliu$$iGao, Jie
000012121 8560_ $$ffischerc@itam.cas.cz
000012121 8564_ $$s134870$$uhttps://invenio.itam.cas.cz/record/12121/files/05-01-0133.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0133.
000012121 962__ $$r9324
000012121 980__ $$aPAPER