000011962 001__ 11962
000011962 005__ 20141205160005.0
000011962 04107 $$aeng
000011962 046__ $$k2008-10-12
000011962 100__ $$aUsami, T.
000011962 24500 $$aOverall Buckling Prevention Condition of Buckling-Restrained Braces as a Structural Control Damper

000011962 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011962 260__ $$b
000011962 506__ $$arestricted
000011962 520__ $$2eng$$aOne of the required performances in buckling-restrained braces as a structural control damper under severe earthquakes is to prevent its overall buckling, i.e., Euler-type buckling of both the brace and restraining members as a whole. This paper deals with an examination into the adequacy of the commonly used buckling prevention condition with a series of well-controlled experiments. Moreover, a design guideline for the buckling prevention condition is discussed.

000011962 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011962 653__ $$aDamage control design, structural control damper, steel structures, buckling restrained brace, cyclic loading

000011962 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011962 720__ $$aUsami, T.$$iGe, H.B.$$iKasai, A.
000011962 8560_ $$ffischerc@itam.cas.cz
000011962 8564_ $$s651847$$uhttps://invenio.itam.cas.cz/record/11962/files/05-05-0128.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0128.
000011962 962__ $$r9324
000011962 980__ $$aPAPER