000021697 001__ 21697
000021697 005__ 20170622131300.0
000021697 04107 $$aeng
000021697 046__ $$k2017-06-15
000021697 100__ $$aTartaglia, Roberto
000021697 24500 $$aFINITE ELEMENT ANALYSES ON SEISMIC RESPONSE OF PARTIAL STRENGTH EXTENDED STIFFENED JOINTS

000021697 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021697 260__ $$bNational Technical University of Athens, 2017
000021697 506__ $$arestricted
000021697 520__ $$2eng$$aExtended stiffened end-plate bolted joints are widely used in seismic resistant steel frames. In the United States (US) this type of joint is seismically pre-qualified according to AISC 358. In Europe within the framework of the ongoing EQUALJOINT research project, prequalification criteria for different types of bolted joints are under development. Differently from the US approach, in the EQUALJOINT procedure both full and partial strength joints are seismically qualified. The experimental tests carried out within the EQUALJOINT project confirmed the effectiveness of these intermediate strength levels. Therefore, the aim of this work is investigate the possibility to extend this design approach to US joints. The results of a comprehensive parametric finite element investigation are described and discussed, showing the effectiveness of the proposed design performance criteria.

000021697 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021697 653__ $$aFree from damage joints, Steel structures, Finite element analyses, Seismic design.

000021697 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021697 720__ $$aTartaglia, Roberto$$iSwanson, James$$iRassati, Gian Andrea$$iLandolfo, Raffaele$$iD'Aniello, Mario
000021697 8560_ $$ffischerc@itam.cas.cz
000021697 8564_ $$s691301$$uhttps://invenio.itam.cas.cz/record/21697/files/17542.pdf$$yOriginal version of the author's contribution as presented on CD, section: [RS33] Steel Structures
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000021697 962__ $$r21500
000021697 980__ $$aPAPER