000010911 001__ 10911
000010911 005__ 20141205155816.0
000010911 04107 $$aeng
000010911 046__ $$k2008-10-12
000010911 100__ $$aMatsui, Ryota
000010911 24500 $$aLocal Buckling Restraint Condition for Core Plates in Buckling Restrained Braces

000010911 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010911 260__ $$b
000010911 506__ $$arestricted
000010911 520__ $$2eng$$aBuckling Restrained Braces (BRBs) are commonly used as ductile bracing elements in seismic zones. A key limit state governing the BRB behavior is overall flexural buckling. However, when the wall thickness of the steel tube restrainer is relatively small compared to the cross section area of the core plate, the restraint conditions against the local buckling of the core plate can be critical for the stability and strength of the BRB. In this study, cyclic loading tests and numerical analyses on BRBs are carried out using various tube restrainer configurations, and local buckling restraint conditions are discussed using these results.

000010911 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010911 653__ $$aBuckling Restrained Brace, Local Buckling Failure, Restraint Performance

000010911 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010911 720__ $$aMatsui, Ryota$$iTakeuchi, Toru$$iHajjar, Jerome F.$$iNishimoto, Kohji$$iAiken, Ian
000010911 8560_ $$ffischerc@itam.cas.cz
000010911 8564_ $$s1926275$$uhttps://invenio.itam.cas.cz/record/10911/files/05-05-0055.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0055.
000010911 962__ $$r9324
000010911 980__ $$aPAPER