000010473 001__ 10473
000010473 005__ 20141205155731.0
000010473 04107 $$aeng
000010473 046__ $$k2008-10-12
000010473 100__ $$aKato, Daisuke
000010473 24500 $$aExperimental Study on Residual Axial Load Capacity of R/C Columns Failing in Shear

000010473 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010473 260__ $$b
000010473 506__ $$arestricted
000010473 520__ $$2eng$$aIn order to avoid pancake type collapse of existing old R/C buildings during severe earthquakes, it is necessary to evaluate residual axial load capacity of existing R/C columns. This “residual axial load capacity” is defined as axial load carrying capacity of a column after the column suffers serious damage, which corresponds to the safety limit state. On the other hand Standard for evaluating method of seismic performances of existing R/C buildings, which is popularly used in Japan, shows evaluating methods of residual axial load capacities, which have dramatic effects on seismic performance indexes. Objectives of this study are to examine the residual axial load carrying capacity of R/C columns after shear failure. We pay special attention to confining effects of hoop reinforcement depending on their reinforcing details.

000010473 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010473 653__ $$areinforced concrete structures, column, residual axial load capacity, reinforcing detail, shear failure

000010473 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010473 720__ $$aKato, Daisuke$$iLi, Zhuzhen$$iDoi, Mareyasu$$iNakamura, Yukiko
000010473 8560_ $$ffischerc@itam.cas.cz
000010473 8564_ $$s206842$$uhttps://invenio.itam.cas.cz/record/10473/files/05-03-0032.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0032.
000010473 962__ $$r9324
000010473 980__ $$aPAPER