000011566 001__ 11566
000011566 005__ 20141205155923.0
000011566 04107 $$aeng
000011566 046__ $$k2008-10-12
000011566 100__ $$aSazgari, A.
000011566 24500 $$aTheoretical and Experimental Studying on Simply Supported Steel Shear Wall

000011566 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011566 260__ $$b
000011566 506__ $$arestricted
000011566 520__ $$2eng$$aIn this study, the behavior of simply supported steel shear walls under monotonic and also cyclic loading has been investigated. Initially a small specimen was loaded with diagonal direct tensile loading and its behavior compared with theoretical results. Then six specimens with various dimensions went through cyclic loading. The effects of height, width and thickness have been studied and it is concluded that the drift enhanced with increasing height while a small reduction on the shear strength was observed. Comparison of test and theoretical results confirms the validity of the models.

000011566 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011566 653__ $$aSteel Shear Wall, Experimental, Theoretical

000011566 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011566 720__ $$aSazgari, A.$$iVeladi, H.
000011566 8560_ $$ffischerc@itam.cas.cz
000011566 8564_ $$s1203745$$uhttp://invenio.itam.cas.cz/record/11566/files/05-05-0001.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0001.
000011566 962__ $$r9324
000011566 980__ $$aPAPER