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- W1569063450 abstract "The work summarized in this thesis is devoted to investigate the seismicresponse of eccentric braced frames in simple and dual configuration(namely structural systems made of moment-resisting frames in parallelwith braced frames) designed with the combined use of high strengthsteel (HSS) and of mild carbon steel (MCS). In particular, the first part ofthe thesis concerns the issues related to both design and verificationcheck. In the second part, a wide and comprehensive parametric study isdescribed and discussed in order to characterize the performance of anensemble of reference buildings. To this aim, several design parametersare examined, such as: the number of storeys the length of bays, thegrade of steel, the steel column sections and the soil foundation. Theresults from both nonlinear static and incremental dynamic analyses arepresented and discussed thus allowing to draft novel design to improvethe seismic performance of the examined structural typology. In thethird part of the thesis, on the basis of the numerical results obtainedfrom the parametric study, a preparatory study addressed to design theexperimental setup for a real scale steel building made of dual Eccentricbraced frame having removable links. The aim is to investigate therecentering capacity that the moment resisting spans may provide." @default.
- W1569063450 created "2016-06-24" @default.
- W1569063450 creator A5048236426 @default.
- W1569063450 date "2014-03-28" @default.
- W1569063450 modified "2023-09-27" @default.
- W1569063450 title "SEISMIC PERFORMANCE OF DUAL - STEEL ECCENTRIC - BRACED FRAMES IN SIMPLE AND DUAL CONFIGURATION" @default.
- W1569063450 hasPublicationYear "2014" @default.
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