000009862 001__ 9862
000009862 005__ 20141205153201.0
000009862 04107 $$aeng
000009862 046__ $$k2008-10-12
000009862 100__ $$aDeylami, Ardeshir
000009862 24500 $$aBehavior of Two-Way Steel Moment Connections with Side Plates and Double-I Built-up Columns under Cyclic Loading

000009862 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009862 260__ $$b
000009862 506__ $$arestricted
000009862 520__ $$2eng$$aThe common method of connecting I-beam to double-I built-up column in the case of moment connections has two kinds of problems, 1) brittle fracture of full penetration groove welds of beam flanges to the column and 2) flexibility of the column cover plate that connects two I-shaped sections. To modify the connection, we have proposed a new detail. In the new geometry of connection, there is a gap between beam end and column face. The moment transfers from beam to the column by two full depth side plates. The tensile force is not directly applied to the cover plate. Therefore the problems of cover plate excessive deformations and the brittle fracture of full penetration groove welds are completely eliminated. The finite element method was used for investigating the cyclic behavior of two-way moment connections with side plates. Results show that these connections have high strength and stiffness and cause the ductile behavior of structure with formation of plastic hinges in the beams.

000009862 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009862 653__ $$aDouble-I Built-up Column, Side Plate, Moment Connection, Cyclic Behavior

000009862 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009862 720__ $$aDeylami, Ardeshir$$iYakhchalian, Mansoor
000009862 8560_ $$ffischerc@itam.cas.cz
000009862 8564_ $$s631704$$uhttps://invenio.itam.cas.cz/record/9862/files/05-05-0057.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0057.
000009862 962__ $$r9324
000009862 980__ $$aPAPER