000010239 001__ 10239
000010239 005__ 20141205155706.0
000010239 04107 $$aeng
000010239 046__ $$k2008-10-12
000010239 100__ $$aHong, Fan
000010239 24500 $$aExperimental Studies on Monotonic Behavior of Concrete-Filled Steel Square Tubular Column-Steel Beam Connection

000010239 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010239 260__ $$b
000010239 506__ $$arestricted
000010239 520__ $$2eng$$aBased on static experimental results of four specimens of concrete-filled steel square tubular column and steel beam connections, the paper investigates the mechanism and failure mode of this kind of connection, and analyzes some factors, including installation of plates to both sides of flanges, the width-to-thickness ratio of columns and the length of the diaphragms, which have influences on the bearing capacity and load transfer ability of connections. The experimental results show that this type of connection has the feature of clear loaded and stress transfer pathway; The changes of the width-to-thickness ratio have little influence on the bearing capacity of a connection, but have a little influences to the stains of the gusset plant. The stress distributions can be ameliorated and plastic hinges are located outside of the brittle weld zones and appear on the beam through welding additional plates to both sides of flanges, so that the ductility of the connection can be enhanced.

000010239 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010239 653__ $$aSquare Concrete-filled Steel Tubular Column, Connection, Mechanism, Static behavior

000010239 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010239 720__ $$aHong, Fan$$iXu, Lihua
000010239 8560_ $$ffischerc@itam.cas.cz
000010239 8564_ $$s265372$$uhttps://invenio.itam.cas.cz/record/10239/files/05-05-0009.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0009.
000010239 962__ $$r9324
000010239 980__ $$aPAPER