000010533 001__ 10533
000010533 005__ 20141205155737.0
000010533 04107 $$aeng
000010533 046__ $$k2008-10-12
000010533 100__ $$aKishiki, Shoichi
000010533 24500 $$aExperimental Evaluation of Structural Behavior of Gusset Plate Connection in BRB Frame System

000010533 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010533 260__ $$b
000010533 506__ $$arestricted
000010533 520__ $$2eng$$aThe majority of these studies have tested isolated braces or simple subassemblies which neglect the influence of the framing components and the gusset-plate on the system performance. In this paper, frame subassemblies with the gusset-plate were subjected to cyclic lateral loading. It was found that effective length of the beam shortened by the presence of the gusset-plate connections. It was indicating that critical section of the beam was moved to the toe of the gusset-plate. Steel Structure, Damage-Controlled Design, Beam-Column Connection, Gusset-Plate

000010533 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010533 653__ $$a

000010533 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010533 720__ $$aKishiki, Shoichi$$iYamada, Satoshi$$iWada, Akira
000010533 8560_ $$ffischerc@itam.cas.cz
000010533 8564_ $$s483772$$uhttps://invenio.itam.cas.cz/record/10533/files/05-05-0004.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0004.
000010533 962__ $$r9324
000010533 980__ $$aPAPER