Volume 10 article 215 pages: 15 -20

Published: Apr 25, 2017

DOI: 10.5937/jaes10-1659

AN EXAMPLE OF ANN MODELLING APPLICATION IN PATCH LOADING PROBLEMS OF STEEL STRUCTURES

Biljana Scepanovic Dusko Lucic
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Abstract

Three different collapse modes are observed in experimentally tested eccentrically patch loaded steel I-girders: eccentric, centric and mixed collapse mode. The most important difference between collapse modes is in collapse load. Numerous mutually dependant and related parameters, as well as their combinations influence the behaviour, collapse mode and collapse load of eccentrically patch loaded steel I-girders. Dealing with such a big number of correlated influential parameters, makes determination of collapse mode and calculation of collapse load difficult tasks. One approach that was analysed and assessed as successful method is application of Artificial Neural Networks (ANN).

Keywords

patch load eccentricity steel I-girder collapse mode/load ANN modelling forecast model

References

D. Lucic: “A contribution to the analysis of thin-walled girders”, PhD thesis, Faculty of Civil Engineering, University of Belgrade, Belgrade, 1999.

D. Lucic: “Experimental Investigation on I-girders Under Eccentric Patch Loading”, The 2nd European Conference on Steel Structures (EUROSTEEL 1999), Vol. 1, pp. 47-50, Prague, 1999.

D. Lucic, B. Scepanovic: “Experimental In-vestigation on Locally Pressed I-beams Subjected to Eccentric Patch Loading”, The 3rd European Conference on Steel Structures (EUROSTEEL 2002), Vol. 1, pp. 473¬482, Coimbra, 2002; Journal of Construction Steel Research, Vol. 60, Nos. 3-5, pp. 525¬534, 2004.

B. Scepanovic: “I-girders under eccentric local loading - experimental-theoretical analysis”, MSc thesis, Faculty of Civil Engineering, University of Belgrade, Belgrade, 2002.

B. Scepanovic, D. Lucic, S. Aleksic: “An Ex-perimental Research Ekscentro 2007 - Experimental Testing of Eccentrically Patch Loaded Steel I-Girders”, The 5th European Conference on Steel and Composite Structures (EUROSTEEL 2008), Vol. B, pp. 1149¬1154, Graz, 2008.

B. Scepanovic: “Analysis of eccentrically locally loaded steel I-girders”, PhD thesis, Faculty of Civil Engineering, University of Montenegro, Podgorica and Faculty of Civil Engineering, University of Granada, Granada, 2010.

M. Knezevic: “Risk management during realisation of the civil engineering projects”, PhD thesis, Faculty of Civil Engineering, University of Belgrade, Belgrade, 2004.