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Experimental Investigation of Weak R/C Frames with Masonry Infill (CROSBI ID 597413)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Gazić, Goran ; Sigmund, Vladimir Experimental Investigation of Weak R/C Frames with Masonry Infill // Proceedings of International Conference on Earthquake Engineering / Garevski, Mihail (ur.). Skopje: MAEE, 2013. str. 1-8

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

Povezanost rada

Građevinarstvo