000010676 001__ 10676
000010676 005__ 20141205155752.0
000010676 04107 $$aeng
000010676 046__ $$k2008-10-12
000010676 100__ $$aLi, L.
000010676 24500 $$aCyclic Tests on Steel–Wooden Hybird Resisting System

000010676 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010676 260__ $$b
000010676 506__ $$arestricted
000010676 520__ $$2eng$$aThis paper presents experimental study on steel–wood hybrid resisting system that can be used in Japanese conventional wooden frameworks to resist lateral forces. As aseismic element, a thin steel plate with slits was adopted and it was fixed inside a wooden frame. The experimental work consists of 4 small–scale steel–wood hybrid specimens and 3 small–scale wooden frames. All specimens were subjected to repeated horizontal load. Four kinds of layout of slits were chosen as experimental parameter. Out of plane strengthening elements were used in these 4 steel–wood hybrid specimens. The test results showed that these steel–wood hybrid specimens behaved in a ductile manner up to 6~10% of storey drift angle without strength degradation, and their wall strength ratios are larger than 5.0. The maximum horizontal loads of these specimens were about twice of their calculated ultimate strengths.

000010676 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010676 653__ $$acyclic test, steel, shear wall, wooden framework, stiffener

000010676 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010676 720__ $$aLi, L.
000010676 8560_ $$ffischerc@itam.cas.cz
000010676 8564_ $$s189721$$uhttps://invenio.itam.cas.cz/record/10676/files/05-06-0121.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0121.
000010676 962__ $$r9324
000010676 980__ $$aPAPER