Journal of
Faculty of Civil Engineering


FACULTY JOURNALS
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CONFERENCE PROCEEDINGS
7th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2019 , 2019.y., pp. 381-386


ESTIMATION OF DUCTILITY AT GLOBAL AND LOCAL LEVEL FOR ULTIMATE LIMIT STATES
 
DOI: 10.14415/konferencijaGFS2019.035
UDC: 624,042
CC-BY-SA 4.0 license
Author : Radujković, Aleksandra; Lađinović, Đorđe
 
 Summary:
 Nonlinear behaviour due to earthquakes can be observed at the global level or at the local level through the estimation of ductility. Ensuring sufficient ductility in elements and the structure itself is quite important for structure collapse prevention. Criterion of structure ultimate (near collapse) limit state is not defined. At local level, ultimate limit state of element is when a deformation capacity is reached. The aim of this paper is estimation demanded and available ductility at the local and global level.
 
 Keywords:
 ductility, top dispalcement, chord rotation, ultimate limit state