LINEAR AND NON-LINEAR ANALYSES OF CABLE-STAYED STEEL FRAME SUBJECTED TO SEISMIC ACTIONS

LINEAR AND NON-LINEAR ANALYSES OF CABLE-STAYED STEEL FRAME SUBJECTED TO SEISMIC ACTIONS

In this study, linear and non-linear dynamic analyses of a cable-stayed steel frame subjected to seismic actions are performed. The analyzed cable-stayed frame is the main supporting structure of a wide-span sports hall. Since the complex dynamic behavior of cable-stayed structures results in signif...

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Bibliographic Details
Main Authors:	Marko Đuran, Ivan Lukačević, Darko Dujmović
Format:	Article
Language:	English
Published:	Faculty of Civil Engineering Osijek 2017-01-01
Series:	e-GFOS
Online Access:	http://e-gfos.gfos.hr/app/storage/protected/42-30-06-2017-10-49-27-paper-8-duran.pdf

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