000010235 001__ 10235
000010235 005__ 20141205155706.0
000010235 04107 $$aeng
000010235 046__ $$k2008-10-12
000010235 100__ $$aHitaka, T.
000010235 24500 $$aSeismic Behavior Of R/C Non-Structural Walls

000010235 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010235 260__ $$b
000010235 506__ $$arestricted
000010235 520__ $$2eng$$aTypically, in apartment houses, there are large openings in the walls facing a balcony or corridor. In small apartment houses, the structural contribution of these walls to the building’s seismic response is negligible because these walls are quite small. However, in large apartment buildings, which have relatively large walls, the effect the walls to the building’s seismic behavior can be substantial. Loading tests were conducted on three steel frame – RC wall specimens to investigate the structural behavior of these walls, and to create numerical models useful for frame analyses based on the test results presented in this paper and other reference.

000010235 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010235 653__ $$areinforced concrete, non-structural wall, loading test, numerical model

000010235 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010235 720__ $$aHitaka, T.$$iImadzu, Y.
000010235 8560_ $$ffischerc@itam.cas.cz
000010235 8564_ $$s505133$$uhttps://invenio.itam.cas.cz/record/10235/files/05-03-0053.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0053.
000010235 962__ $$r9324
000010235 980__ $$aPAPER