Experimental Investigation of Weak R/C Frames with Masonry Infill (CROSBI ID 597413)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Gazić, Goran ; Sigmund, Vladimir
engleski
Experimental Investigation of Weak R/C Frames with Masonry Infill
Reinforced-concrete frames with masonry infill (“framed-wall”) constitute majority of existing buildings in medium and high seismic areas. Although there are numerous experimental investigations of the system there is still a lack of knowledge regarding their behaviour under seismic loading. Weak R/C frames with masonry infill present special case that needs particular attention as there are no code provisions or guide lines available for the assessment of their behaviour. This paper presents a comprehensive experimental study conducted on eleven scaled one-span one-storey weak reinforced-concrete frames. Different parameters were considered. Models were tested under constant vertical and cyclic horizontal loading up to the failure. Contribution of different parameters to the system behaviour was observed through strength, stiffness, energy dissipation, and failure mode. Furthermore, review of damage classification is given in terms of observed damage state at corresponding drift.
Weak R/C frames with masonry infill; experimental study; lateral capacity; failure mode
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Podaci o prilogu
1-8.
2013.
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objavljeno
978-608-65185-2-3
Podaci o matičnoj publikaciji
Proceedings of International Conference on Earthquake Engineering
Garevski, Mihail
Skopje: MAEE
Podaci o skupu
International Conference on Earthquake Engineering
predavanje
29.05.2013-31.05.2013
Skopje, Sjeverna Makedonija