000009861 001__ 9861
000009861 005__ 20141205153201.0
000009861 04107 $$aeng
000009861 046__ $$k2008-10-12
000009861 100__ $$aDeylami, Ardeshir
000009861 24500 $$aThe Experimental Study on Built-Up Column Seismic Resistant Moment Connections Using Side Plates

000009861 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009861 260__ $$b
000009861 506__ $$arestricted
000009861 520__ $$2eng$$aMoment Connection of I beams to double-I built-up columns, through the cover plate, impose some problems such as brittle fracture of full penetration groove welds of beam flanges and flexibility of the column cover plate. To modify the connection for use in seismic regions we have proposed using of full-depth side plates. This new geometry eliminates the traditional welded connection between the end of the beam and the face of column and all other uncertainties concerning the cover plate flexibility. A series of experimental and numerical models were developed to study the behavior of the connection under cyclic loadings. The results indicate that this new connection geometry has sufficient strength and ductility to be classified as a special moment connection (SMF) for use in seismic regions.

000009861 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009861 653__ $$amoment connection, Built-up columns, side plate, seismic Resisting

000009861 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009861 720__ $$aDeylami, Ardeshir$$iShiravand, Mahmood Reza
000009861 8560_ $$ffischerc@itam.cas.cz
000009861 8564_ $$s572987$$uhttps://invenio.itam.cas.cz/record/9861/files/05-05-0059.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0059.
000009861 962__ $$r9324
000009861 980__ $$aPAPER