000009860 001__ 9860
000009860 005__ 20141205153201.0
000009860 04107 $$aeng
000009860 046__ $$k2008-10-12
000009860 100__ $$aDeylami, A.
000009860 24500 $$aEffect of Upgrading WFP Connection with Double-I-Section Column Using Sideplate-with-Opening on Frame Performance

000009860 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009860 260__ $$b
000009860 506__ $$arestricted
000009860 520__ $$2eng$$aThe objective of this paper is to evaluation of frame performance with WFP connections and double-I-section column and compares it with the upgraded performance of frame when the connections are retrofitted with Sideplate-with-Opening. So 3, 7 and 12 story frame are designed with the both existing and upgraded connections. Typically 20 connections with different beam and column size are designed. 6 connections were selected for finite element study. Moment-rotation of connection, panelzone and rotational capacity of the selected connections are extracted using finite element method. Parametric studies are performed to develop equation for prediction of remaining 14 connections behavior. Frame performance level is calculated based on interstory drift to connection rotational capacity. Frame response is calculated with nonlinear time history analysis under 7 known earthquake. Connections and panelzones are modeled with multilinear and linear springs, respectively.

000009860 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009860 653__ $$aWFP, Double-I-section, Sideplate-with-Opening, Parametric study, Finite element, Frame Performance.

000009860 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009860 720__ $$aDeylami, A.$$iNazokkarmaher, M.
000009860 8560_ $$ffischerc@itam.cas.cz
000009860 8564_ $$s1469571$$uhttps://invenio.itam.cas.cz/record/9860/files/05-05-0079.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0079.
000009860 962__ $$r9324
000009860 980__ $$aPAPER