000021816 001__ 21816
000021816 005__ 20170622131306.0
000021816 04107 $$aeng
000021816 046__ $$k2017-06-15
000021816 100__ $$aTsarpalis, Panagiotis
000021816 24500 $$aFUSEIS PIN LINKS: INFORMATION BROCHURES AND DESIGN OF CASE STUDY

000021816 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021816 260__ $$bNational Technical University of Athens, 2017
000021816 506__ $$arestricted
000021816 520__ $$2eng$$aIn the frame of the INNOSEIS research project, which is funded by RFCS, information documents for INERD-pin and FUSEIS-pin links have been produced by NTUA for dissemination to all partners of the construction sector such as architects, structural engineers, construction companies, steel producers and all potential decision makers of the construction sector. For each of the two systems, an approximately 40-page information brochure has been drafted in English. They contain a description of the main features of the system, overall dimensions, preferred structural materials, range of sizes, member shapes, typical cross sections and limitations, possible arrangements for conceptual design, recommended structural details etc. and indicative application examples of selected building structures. In addition, information is given regarding the non-linear force-deformation characteristics and ductility/strength capacities of the systems, the hysteretic behavior of elements under cyclic loading, including rules for stiffness and strength degradation. Finally, pre-normative q-factors are proposed and reference is made to application examples in design practice, previous publications and literature. Case studies on the seismic design of steel buildings incorporating the systems are presented. FUSEIS pin links have been applied on a 2-storey and on a 4-storey office steel building while INERD pin connections have been applied in an existing 6-storey commercial reinforced concrete building. Each case study refers to the conceptual design, loads and load combinations, modelling, analysis, detailed design and structural detailing. Design follows the provisions of the Eurocodes and the pre-normative guidelines that were developed within the project. The existing building was designed according to an outdated national seismic code. It does not comply with the requirements of EN 1998-1, hence the need for upgrading.

000021816 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021816 653__ $$aAnti-seismic system, information documents, code-approval, methodological procedure, pre-normative documents, case studies, application examples, seminars, INNOSEIS

000021816 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021816 720__ $$aTsarpalis, Panagiotis$$iThanopoulos, Pavlos$$iVayas, Ioannis
000021816 8560_ $$ffischerc@itam.cas.cz
000021816 8564_ $$s1067346$$uhttps://invenio.itam.cas.cz/record/21816/files/18032.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings
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000021816 962__ $$r21500
000021816 980__ $$aPAPER