000010246 001__ 10246
000010246 005__ 20141205155707.0
000010246 04107 $$aeng
000010246 046__ $$k2008-10-12
000010246 100__ $$aHosaka, Go
000010246 24500 $$aExperimental Study on Structural Performance of RC Shear Wall with L Shaped Section

000010246 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010246 260__ $$b
000010246 506__ $$arestricted
000010246 520__ $$2eng$$aRecently, many high-rise buildings with the center core structure system having high strength reinforced concrete shear walls have been constructed in Japan. Severe earthquake design forces cause huge bending moment and axial load at the bottom of the walls. Especially in the shear walls with L shape section, the improvement of compression ductility at the corner of the wall is needed. This paper aims to observe the structural performance of the L shape walls and to investigate the correspondence between experimental and analytical results by section analysis using fiber model. In this study, four specimens of 1/6-scale were produced, and horizontal shear loads were applied under varied axial loads. Parameters are concrete strength and bar arrangement. The corner part was confined by the lateral reinforcing bars. The analytical and the experimental results showed a good correspondence.

000010246 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010246 653__ $$aShear wall with L shape section, Varied axial load, Section analysis by fiber model.

000010246 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010246 720__ $$aHosaka, Go$$iFunaki, Hidetaka$$iHosoya, Hiroshi$$iImai, Hiroshi
000010246 8560_ $$ffischerc@itam.cas.cz
000010246 8564_ $$s1736061$$uhttps://invenio.itam.cas.cz/record/10246/files/05-03-0127.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0127.
000010246 962__ $$r9324
000010246 980__ $$aPAPER