Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading

The paper presents a numerical model developed for fully encased steel-concrete composite columns under monotonic and cyclic loading. The numerical model was realized with the FineLg program, developed at ArGenCo department, University of Liege. The numerical model was validated using five experimen...

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Bibliographic Details
Main Authors: Campian Cristina, Haupt-Karp Alina, Pop Maria, Chira Nicolae, Urian Gabriel, Pernes Paul
Format: Article
Language:English
Published: Institut za istrazivanja i projektovanja u privredi 2014-01-01
Series:Istrazivanja i projektovanja za privredu
Subjects:
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2014/1451-41171401081C.pdf