000010055 001__ 10055
000010055 005__ 20141205154141.0
000010055 04107 $$aeng
000010055 046__ $$k2008-10-12
000010055 100__ $$aGe, H.B.
000010055 24500 $$aCapacity of Stiffened Steel Shear Panels as a Structural Control Damper

000010055 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010055 260__ $$b
000010055 506__ $$arestricted
000010055 520__ $$2eng$$aThis paper deals with the deformation capacity of shear panel dampers (SPD), which is one type of sacrificing members to be used in damage control design of structures. The deformation capacity indexes of SPD considered are the maximum deformation and cumulative inelastic deformation, and their target values are assumed to be 12% and 280%, respectively. To investigate if the SPD is of this capacity, an extensive numerical analysis is carried out. Validity of the analytical method is verified with experimental results. It is found that the present analysis can accurately predict the inelastic cyclic behavior of high performance SPDs.

000010055 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010055 653__ $$aShear dampers, Stiffened plate, Cyclic behavior, Deformation capacity

000010055 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010055 720__ $$aGe, H.B.$$iKaneko, K.$$iUsami, T.
000010055 8560_ $$ffischerc@itam.cas.cz
000010055 8564_ $$s2042446$$uhttps://invenio.itam.cas.cz/record/10055/files/05-05-0129.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0129.
000010055 962__ $$r9324
000010055 980__ $$aPAPER