000010520 001__ 10520
000010520 005__ 20141205155736.0
000010520 04107 $$aeng
000010520 046__ $$k2008-10-12
000010520 100__ $$aKim, Yousok
000010520 24500 $$aAnalytical Studies on a 6-Story Full-Scale Reinforced Concrete Wall-Frame Structure to Collapse

000010520 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010520 260__ $$b
000010520 506__ $$arestricted
000010520 520__ $$2eng$$aA 6-story full-scale reinforced concrete building subjected to severe earthquake loading simulated by E-Defense at Kobe, Japan experienced the collapse process which was planned and expected in preliminary analysis. In this paper, in addition to the brief description about experiment, modified modeling approaches on the evaluation of stiffness, strength and support condition of specimen are introduced to improve the quantitative correlation (e.g. displacement and base shear) between test and analysis. The reevaluation of initial stiffness resulting skeleton curve to be modified gave a good agreement between test and analysis and the increased girder strength enhanced the shear force carried by columns, leading maximum base shear to be reproduced in analysis.

000010520 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010520 653__ $$afull-scale shake table test, reinforced concrete, collapse, effective slab width

000010520 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010520 720__ $$aKim, Yousok$$iKabeyasawa, Toshimi$$iMastumori, Taizo$$iKabeyasawa, Toshikazu
000010520 8560_ $$ffischerc@itam.cas.cz
000010520 8564_ $$s733216$$uhttps://invenio.itam.cas.cz/record/10520/files/S15-025.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S15-025.
000010520 962__ $$r9324
000010520 980__ $$aPAPER