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