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Experimental analysis of monotonic and cyclic behaviour of longitudinally stiffened girders

Dib, Abdelkarim and Vigh, László Gergely and Hegyi, Péter and Kövesdi, Balázs Géza (2016) Experimental analysis of monotonic and cyclic behaviour of longitudinally stiffened girders. In: International Colloquim on Stability and Ductility of Steel Structures, SDSS 2016, 2016.05.30-2016.06.01, Timisoara.

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Abstract

This paper introduces an innovative structural solution for dissipative zones of moment-resisting steel frames and eccentrically braced frames. High local ductility and high performance are intended to be achieved by the application of longitudinally multi-stiffened girder elements. Monotonic and cyclic test series are completed to analyse the influence of different stiffener configurations on the cyclic strength and cyclic ductility of the girder. Based on the experimental results, practical conclusions are drawn on the preferable configuration. The test results further provide solid base for the numerical model development.

Item Type: Conference or Workshop Item (Paper)
Subjects: T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok
T Technology / alkalmazott, műszaki tudományok > TG Bridge engineering / hídépítés
T Technology / alkalmazott, műszaki tudományok > TH Building construction / mély-és magasépítés
Depositing User: Dr. László Gergely Vigh
Date Deposited: 05 Oct 2016 04:25
Last Modified: 27 Sep 2022 08:43
URI: http://real.mtak.hu/id/eprint/40011

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