000015878 001__ 15878
000015878 005__ 20161115135332.0
000015878 04107 $$aeng
000015878 046__ $$k2013-06-12
000015878 100__ $$aHancioglu, B.
000015878 24500 $$aSeismic Performance Evaluation of a Post-Tensioned Frame Building

000015878 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015878 260__ $$bNational Technical University of Athens, 2013
000015878 506__ $$arestricted
000015878 520__ $$2eng$$aThe precast construction technology is used not only for industrial buildings today, but also used for other building types such as residences, schools etc. On the other hand, the requirement of the seismic safety must be satisfied for such buildings constructed in earthquake regions. Thus, seismic safety evaluation of this type of buildings to estimate the potential damage is a critical issue and must be made as realistic as possible. Realistic damage estimation requires considering the nonlinear behavior of structure. In this study, performance evaluation of a seven story post-tensioned frame building which was in the state of immediate occupancy after the Van Earthquakes (October 23rd and November 9th, 2011), is carried out on the basis of Turkish Seismic Design Codes provisions. The maximum displacement demand of the design earthquake is estimated by using the pushover curves of the structure. The construction stages of the structure have been taken into account as the initial condition of pushover analysis. Finally, damage of all the structural elements has been determined, based on their plastic deformation demands, under the effect of the design earthquake by using the section damage classification of Turkish Seismic Design Code.

000015878 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015878 653__ $$apost-tensioned frame, performance evaluation, mild-press-joint.

000015878 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015878 720__ $$aHancioglu, B.$$iKircil, M-S.$$iUlusoy, S-I.
000015878 8560_ $$ffischerc@itam.cas.cz
000015878 8564_ $$s708969$$uhttps://invenio.itam.cas.cz/record/15878/files/1611.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 20 SEISMIC BEHAVIOUR AND DESIGN OF PRECAST STRUCTURES
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000015878 962__ $$r15525
000015878 980__ $$aPAPER