000012608 001__ 12608
000012608 005__ 20160920162632.0
000012608 04107 $$aeng
000012608 046__ $$k2016-09-05
000012608 100__ $$aSunca, F.
000012608 24500 $$aEvaluation of seismic performance of semi-rigid connected prefabricated structures

000012608 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012608 260__ $$bTaylor and Francis Group, London, UK
000012608 506__ $$arestricted
000012608 520__ $$2eng$$aPrefabricated structures are constituted by connecting separated members. Analyses of these structures are usually performed defining hinges for the connection of separated members at the nodal points. However, the assumption of semi-rigid connection instead of hinge connection is a more realistic approach for bolted connection used in the combination of prefabricated elements. In this study, seismic performance of a RC prefabricated industrial structure of which its elements are connected at the partially fixed nodal points is evaluated by nonlinear analysis method defined in Turkish Earthquake Code (TEC 2007) and Federal Emergency Management Agency “Prestandart and Commentary for the Seismic Rehabilitation of Buildings” (FEMA 356). The seismic performance of the structural system has been carried out by using incremental equivalent seismic load method (pushover analysis). The performance of the prefabricated structure has been evaluated under maximum earthquake (the probability of exceedance of the design earthquake within a period of 50 years is 2%).

000012608 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012608 653__ $$a

000012608 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012608 720__ $$aSunca, F.$$iAkköse, M.
000012608 8560_ $$ffischerc@itam.cas.cz
000012608 8564_ $$s1595126$$uhttps://invenio.itam.cas.cz/record/12608/files/056.pdf$$yOriginal version of the author's contribution as presented on CD, 056.pdf.
000012608 962__ $$r12552
000012608 980__ $$aPAPER