000019887 001__ 19887
000019887 005__ 20170118182341.0
000019887 04107 $$aeng
000019887 046__ $$k2017-01-09
000019887 100__ $$aBudiono, Bambang
000019887 24500 $$aResidual Stress Effect on Link Element of Eccentrically Braced Frame

000019887 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019887 260__ $$b
000019887 506__ $$arestricted
000019887 520__ $$2eng$$aThe effects of residual stress on the performance of link elements as lateral force shield, particularly for earthquake load as in the Eccentrically Braced Frame (EBF), is the main focus of this research. Experimental tests were conducted in two stages: first, the residual stress measurement of the link element with Neutron Diffraction Method methodology using the equipment of DN1-M PSTBM BATAN; second, two links were tested, a standard link that corresponds with the AISC 34110 and a modified link. Behaviours of both links were studied based on the residual stress distribution in the first stage. The magnitude of tensile stresses on and around the “k area” caused the initiation of crack on the standard link so that it decreases the performance of the link element. Modifications of the link by replacing the stiffener of vertical web with the horizontal stiffener can avoid the initiation of crack that may occur on the web plate around the “k area” so that the performance of the link elements can be improved.

000019887 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019887 653__ $$aResidual stress; Neutron Diffraction Method; k-area; horizontal web stiffeners; EBF.

000019887 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019887 720__ $$aBudiono, Bambang$$iMoestopo, Muslinang$$iKusumastuti, Dyah$$iMuslih, M Refai$$iZamzami, Kurdi
000019887 8560_ $$ffischerc@itam.cas.cz
000019887 8564_ $$s839327$$uhttps://invenio.itam.cas.cz/record/19887/files/461.pdf$$yOriginal version of the author's contribution as presented on USB, paper 461.
000019887 962__ $$r16048
000019887 980__ $$aPAPER